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Home My WebLink AboutCT 03-01-01; LA COSTA RESORT & SPA MSTR PLAN; Preliminary Floodplain Hydraulic Analysis; 2005-08-01Preliminary Floodplain Hydraulic Analysis of San Marcos Creek and North Tributary La Costa Resort Golf School and Driving Range CT-03-01 August 2005 Revised: September 2005 Prepared for KSL Development Corporation 50-905 Avenida Bennudas La Quinta, CA 92253 Prepared by: CaNSUL.TiNll RBF Contact Person: RBF CONSULTING 5050 Avenida Encinas, Suite 260 Carlsbad, Califomia 92008-4386 760.476.9193 telephone 760.476.9198 fax Marc A. Schulte, P.E., CFM Tim Thiele, P.E. RBFJN 55-100221.006 H:\PDATA\55100221\Calcs\StomrwateAlDc)Cs\FloodplainReport^21-Flcod Preliminary Floodplain Hydraulic Analysis of San Marcos Creek and North Tributary La Costa Golf School and Drh^ing Range September 2005 This report briefly summarizes the effects that the proposed golf school and driving range facilities at the La Costa Resort in Carlsbad, Califomia will have on the floodplain of San Marcos Creek and its North Tributary. In short, the hydraulic analysis demonstrates that the proposed re-grading and demolition of buildings on the north side of San Marcos Creek will generally lower the base flood elevations (BFEs) on the Creek and its North Tributary, in some cases by as much as 0.28 feet. Existing Flood Hazard Mapping The Federal Emergency Management Agency's (FEMA) Flood Insurance Study (FIS) for San Diego County cun-ently classifies the project area as Special Flood Hazard Area Zone A (FIRM Panel No. 6073C-1032F and 6073C-1034F). Zone A Identifies areas that are prone to inundation by a 100-year flood event (that is, a flood event with a one percent annual chance of occuning) but does not specify BFEs. Attachment No. 1 illustrates the FIS floodplain mapping in the vicinity of La Costa Resort. Outside of the current FEMA SFHA mapping, San Marcos Creek and its North Tributary have been modeled using the U.S. Army Corps of Engineers HEC-2 Water Suri'ace Profiles program (May 1991). This study was completed by Rick Engineering Company in 2002, and identifies a 100-year base flood event of 14,700 cfs on San Marcos Creek at El Camino Real and defines a flood profile for the project area. Scope of Project Reach The driving range and golf school facility will affect the floodplain geometry of San Marcos Creek through a reach spanning from approximately 750 feet upstream to 1665 feet upstream of El Camino Real (see Table 1, below). The project proposes grading and the demolition of several structures within the floodplain north of San Marcos Creek. Table 1 Floodplain Cross-Sections Affected by Project. HEC-2 Modei Cross-Section Distance Upstream (SECNO) of El Camino Real (ft) 60 748.50 70 968.30 80 1043.10 90 1249.80 100 1367.90 110 1482.30 120 1662.60 Site Visit RBF Consulting conducted a site visit on April 18, 2005 to review the general characteristics of the floodplain within the study reach. The Project Team noted evidence of recent flooding, as well as the recent demolition of a building on the project site. ti:\pdata\55100221\calcs\stonnwatei\clocs\floodplain report\221-floodplain-letter-report-04-(newtopo).doc Page 2 RBF JN 55-100221.006 (September 2005) Preiitnitiaiy Floodplain iHydraulic Analysis La Costa Golf School and Drtvitig Range Methodology While this report will not be submitted for FEMA review, the analysis followed the basic framewori< of FEMA floodplain analysis (duplicate effective, conected effective, existing condition, and post-project condition analyses) to facilitate the analysis and discussion of results. Duplicate Effective Condition The duplicate effective model duplicates the hydraulic modeling ofthe effective Flood Insurance Study. Because the project area is in Zone A, there is no effective FIS model per se. Instead, the "effective condition" model was taken from a preliminary floodplain study approved by the City of Carisbad as part ofthe La Costa Resort Master Plan (KSL, 2004). In this study, San Marcos Creek and its North Tributary have been modeled using the U.S. Arniy Corps of Engineers HEC-2 Water Surf'ace Profiles program (Rick Engineering, 2002). This model includes the ground geometry of the employee/visitors parking lot near El Camino Real. RBF Consulting successfully reproduced the previous modeling effort without any changes to the floodplain profile. Corrected Effective Condition The "corrected effective" hydraulic model resolves inaccuracies in the hydraulic modeling of the duplicate effective hydraulic model, excluding changes to topographic mapping. The Project Team did not note any significant modeling issues within the project reach. Therefore, the con-ected effective condition hydraulic model is the same as duplicate effective condition hydraulic model. Buildings on the right over-bank (north of the channel) were modeled using ground points, which is a common convention in HEC-2 modeling. This method was not changed for the current analysis. Future updates to floodplain hydraulic studies should consider updating to the cun-ent version of HEC-RAS River Analysis System (USACE, 2003) and using the blocked ineffective flow options rather than modeling buildings as ground points. Existing (Pre-Project) Condition The existing condition hydraulic model Includes any physical changes to the floodplain geometry from since the compilation of the effective FIS hydraulic models, including any changes In topography since publication ofthe effective FIS. The Project Team noted that available topography Indicates that there may have been some aggradation within San Marcos Creek since the initial study in 2002. In addition, site investigation indicated that there was significant scour and changes to bank profile on the reach of San Marcos Creek upstream of El Camlno Real during the Winter 2005 stonns. Due to this variability In channel conditions, the hydraulic model was not changed to account for aggradation or scour to model the existing condition. Thus, the post-project condition analysis measures the floodplain effect of project- specific elements (re-grading and building demolition), and not changes due to naturally occurnng variations in bed profile. Further Investigation of aggradation and/or scour within San Marcos Creek is recommended if hydraulic modeling is to be submitted for fonnal review by FEMA. Because there were no changes necessary to model the approved existing condition, the existing (pre- project condition) hydraulic model is the same as the duplicate effective hydraulic model, which includes the ground geometry ofthe employee/visitors pari<ing lot near El Camino Real. Post-Project (Proposed) Condition The Project Team prepared a revised HEC-2 hydraulic model of the San Marcos Creek based on grading plans from the proposed golf school and driving range. Cross-Sections 60 through 120 of the h:\pdata\55100221\calcs\stormwatei\docs\floodplain report\221-floodplain-Jetter-report-03-(newtopo).doc Page 3 RBF JN 55-100221.006 (August 2005) Preliminary Floodplain Hydraulic Analysis La Costa Golf School and Driving Range hydraulic model were altered to reflect re-grading and demolition of staictures on the north side of San Marcos Creek. Attachment No. 4 details the changes to floodplain geometry and the post-project condition HEC-2 hydraulic model output. The proposed re-grading and demolition of buildings on the north bank of San Marcos Creek will cause the 100-year flood profile to increase at one cross section and decrease slightly at several others. The maximum increase in base flood elevation is +0.27 feet, approximately 970 feet upstream of El Camino Real. This is the only cross-section that experiences an inaease In water surface elevation greater than 0.04 ft. In the reach from approximately 1040 feet to 3910 feet upstream of El Camino Real, the base flood elevation deaeases under the post-project condition. The maximum decrease in base flood elevation is -0.27 feet, approximately 1370 feet upstream of El Camino Real. Project effects are negligible 4000 feet upstream of El Camino Real. Floodplain depth and width are also reduced on the North Tributary. Attachment No. 2 Illustrates the relative change in base flood inundation In the vicinity of the project site, demonstrating that there Is virtually no change in the extent of the 100-year floodplain. Apart from the entrance to the driving range, changes to the floodplain are indlscemible at relevant scales (Flood Insurance Rate Maps are published at 1 inch = 500 scale). Attachment No. 3 tabulates and illustrates the changes in the base flood elevation profile. Conclusions and Recommendations The regrading and building demolition proposed as part of the golf school and driving range project will generally reduce the flood profile both San Marcos Creek and its North Tributary. Other changes to the channel system, such as aggradation and/or scour within the channel of San Marcos Creek, may also have effects on flooding in the area that should be examined further if fonnal submittal to FEMA for flood Insurance purposes (CLOMR/LOMR processing) is desired. References FEMA. (July 2, 2002). Flood Insurance Study for San Diego County, Califomia and Incorporated Areas. Community No. 06073. KSL Development Corporation. (September 22, 2004). The La Costa Resort and Spa Master Plan. (#03-02). Rick Engineering Company. (September 16, 2002.) Preliminary HEC-2 Hydraulic Analysis of San Marcos Creek and the North Tributary Stream for Proposed Grading within the La Costa Fold Course in the City of Carisbad, CA. (REC J-13952). U.S. Amny Corps of Engineers. (May 1991). HEC-2 Water Surface Profiles, version 4.6.2. U.S. Anny Corps of Engineers. (May 2003). HEC-RAS River Analysis System, version 3.1.1. Attachment(s): 1. Existing FEMA Flood Hazard Mapping 2. Topographic Wori<map 3. Comparison of Floodplain Profiles (Table and Chart) 4. Floodplain Geometry Calculations and HEC-2 Model Output H:\PDATA'^100221\Calcs\Stonmfater£)ocs\FlciodplainReport^21-Floc^ l«F h:\pdata\55100221\calcs\stormwatei\docs\lioodplain report\221-floodplain-letter-report-04-(newtopo)doc Page 4 RBF JN 55-100221.006 (Septemt)er2005) Attachment 1. FEMA Flood Mapping C<}' CONSULTING RUI JN ^5-^0f)22^0!jo ~ ' ^ ' : NATIONAL FLOOD iNSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP SAN DIEGO COUNTY, CALIFORNIA AND INCORPORATED AREAS PANEL 1034 OF 2375 (SEE MAP INDEX FOR PANELS NOT PRINTED} CONTAINS: COMMUNITY NUMBER • PANEL SUFFIX CARLSBAD. CITV OF EHCINFTAS. C/TY OF SAN DIEGO COUMTY. UNIfJCOnPORATED AREAS 060234 1034 MAP NUMBER 06073C1034 F EFFECTIVE DATE: JUNE 19,1997 Federal Emergency Manageinent Agency ffEF ^ ° ^' C • N S U LTI N • ^^^^^ La Costa Resort Golf School and Driving Range FEMA Flood Mapping June 2005-RBFJN 55-100221 ATTACHMENT 1 Attachment 2. Topographic Work Map CONSULTING RBFJN 5.5-100221 006 CONSULTING ^^^^ August 2005 - RBF JN 55-100221 La Costa Resort Golf School and Driving Range Floodplain Work Map AHACHMENT 2 Attachment 3. Flood Profile Table and Chart CONSULTING RBF JN 55-10 ATTACHMENT 3 San Marcos Creek - Main Stem Flood Profile COMPARISON (Q=14,700 cfs) La Costa Driving Range and Golf School (RBF JN 55-100221.006) Section No. Channel Distance Cumulative Channel Distance Distance from U/S El Camino Real PRE-PROJECT Water Surface Elevation POST- PROJECT Water Surface Elevation DIFFERENCE i In Water Surface Elevation • SECNO XLCH CWSEL CWSEL ACWSEL (ft) (ft) (ft) (ft) (ft) (ft) 2.55 0.00 0 -476 10.03 10.03 0.00 2.59 195.00 195 -281 10.96 10.96 0.00 2.62 185.00 380 -96 11.62 11.62 0.00 • 2.64 96.00 476 0 11.81 11.81 0.00 5.00 83.00 559 83 12.08 12.08 0.00 • 10.00 38.00 597 121 13.29 13.29 0.00 20.00 88.20 685 209 15.56 15.56 0.00 30.00 109.40 795 319 16.16 16.16 0.00 40.00 115.10 910 434 16.36 16.36 0.00 50.00 141.80 1052 576 16.61 16.61 0.00 60.00 173.00 1225 749 16.84 16.78 -0.06 70.00 219.80 1444 968 16.88 17.15 0.27 80.00 74.80 1519 1043 17.28 17.19 -0.09 90.00 206.70 1726 1250 17.53 17.36 -0.17 100.00 118.10 1844 1368 17.68 17.41 -0.27 110.00 114.40 1958 1482 17.76 17.48 -0.28 120.00 180.30 2139 1663 17.80 17.56 -0.24 130.00 129.60 2268 1792 17.88 17.63 -0.25 140.00 274.40 2543 2067 17.96 17.72 -0.24 • 150.00 145.90 2689 2213 17.99 17.75 -0.24 160.00 147.40 2836 2360 18.05 17.82 -0.23 170.00 203.00 3039 2563 18.08 17.85 -0.23 . 180.00 145.00 3184 2708 18.12 17.90 -0.22 • 190.00 130.00 3314 2838 18.11 17.89 -0.22 200.00 160.00 3474 2998 18.21 18.00 -0.21 210.00 176.50 3650 3174 18.25 18.05 -0.20 220.00 180.70 3831 3355 18.33 18.15 -0.18 230.00 163.70 3995 3519 18.38 18.20 -0.18 240.00 185.80 4181 3705 18.54 18.39 -0.15 250.00 111.90 4293 3817 18.60 18.47 -0.13 260.00 94.60 4387 3911 19.14 19.10 -0.04 270.00 80.50 4468 3992 20.01 20.03 0.02 280.00 50.50 4518 4042 20.68 20.68 0.00 290.00 330.30 4848 4372 21.05 21.06 0.01 300.00 387.20 5236 4760 21.37 21.37 0.00 310.00 358.20 5594 5118 22.23 22.23 0.00 320.00 338.90 5933 5457 22.35 22.35 0.00 330.00 266.70 6199 5723 23.7C 23.7C 0.00 340.00 292.00 6491 6015 24.15 24.15 0.00 350.00 234.50 6726 625C 24.5S 24.5S 0.00 360.0C 305. IC 7031 6555 25.67 25.67 O.OC • • 370.0C 470.0C 7501 702£ 28.3£ 28.3£ O.OC 380.0C 262.3C 776: 7287 28.87 28.87 O.OC 390.0C 285.1C 8046 7572 29.71 29.71 O.OC 400.0C 302.8C 1 8351 787J 33.0S 33.0S O.OC RBF Consulting 4/26/2005 7:57 PM 221-Post-Project-Profiles 014700 page 1 of 3 San Marcos Creek - North Tributary Flood Profile COMPARISON (Q=1,900 cfs) La Costa Driving Range and Golf School (RBF JN 55-100221.006) • • Section No. Channel Distance Cumulative Channel Distance Distance from Confluence Main Stem Water Surface Elevation Water Surface Elevation Difference in Water Surface Elevation SECNO XLCH CWSEL CWSEL DCWSEL (ft) (ft) (ft) (ft) (ft) (ft) -180.00 145.00 0 0 18.12 17.90 -0.22 * 410.00 207.00 207 207 18.20 17.99 -0.21 * 420.00 176.70 384 384 18.21 18.00 -0.21 * 430.00 127.60 511 511 18.18 17.97 -0.21 440.00 188.90 700 700 18.31 18.13 -0.18 450.00 277.30 978 978 18.97 18.95 -0.02 * 460.00 246.50 1224 1224 21.24 21.24 0.00 470.00 260.50 1485 1485 23.86 23.86 0.00 480.00 236.00 1721 1721 26.66 26.66 0.00 490.00 247.90 1968 1968 30.42 30.42 0.00 500.00 157.70 2126 2126 31.95 31.95 0.00 • 510.00 187.90 2314 2314 33.68 33.68 0.00 520.00 261.50 2576 2576 36.26 36.26 0.00 530.00 290.80 2866 2866 40.12 40.12 0.00 * 540.00 314.40 3181 3181 42.99 42.99 0.00 550,00 231.00 3412 3412 44.42 44.42 0.00 560.00 105.00 3517 3517 45.03 45.03 0.00 570.00 193.60 3710 3710 47.65 47.65 0.00 580.00 247.50 3958 3958 51.90 51.90 0.00 590.00 248.90 4207 4207 56.52 56.52 0.00 Header From HEC-2 Model Calculated HEC-2 Note RBF Consulting 4/26/2005 7:57 PM 221-Post-Project-Profiles 014700 page 2 of 3 San Marcos Creek - Main Stem Flood Profile (Q=14,700 cfs) 35.0 30.0 25.0 ^ 20.0 I o 15.0 10.0 5.0 Minimum Channel Elevation ELMIN Minimum Channel Elevation ELMIN / Minimum Channel Elevation ELMIN / PRE-PROJECT Water Surface Elevation PRE-PROJECT Water Surface Elevation —A— POST-PROJECT Water Surface Elevation —A— POST-PROJECT Water Surface Elevation —A— POST-PROJECT Water Surface Elevation —A— POST-PROJECT Water Surface Elevation — a i i !"* I $ 1 Pr oje ct Ke aq h \—' > — — \ \ \ 0.0 -1000 1000 2000 3000 4000 5000 6000 7000 8000 9000 Distance from Upstream Face El Camino Real (ft) Attachment 4-A. Cross-Section Revisions ^>x.:-x/> Kut" .v.v--x-::;y:::^::;^!iS::i'i::^^^ CONSULTING CONSULTING • RBFJN 5-5-100221.006 ill Cross-Section RS 60 40.0 200.0 400.0 600.0 Station (ft) 800.0 1000.0 1200.0 Cross-Section RS 70 70.0 200.0 400.0 600.0 800.0 Station (ft) 1000.0 1200.0 1400.0 Cross-Section RS 80 60.0 0.0 200.0 400.0 600.0 800.0 station (ft) 1000.0 1200.0 1400.0 1600.0 60 Cross-Section RS 90 50 40 - - -A - - Old Cross Section (REC, 2002) -e— New Cross Section (Topo Survey, NOT used In Channel) •Cross Section Used in HEC-2 Model •2 30 (0 I UJ tt ^ 17.53'- A -A 200 400 600 800 Station (ft) 1000 1200 1400 Cross-Section RS 100 ^5:0- (0 I LU -200.0 - - -A •• Old Cross Section (REC, 2002) ©— New Cross Section (Topo Survey, NOT used in Channel) ^~Cross Section Used in HEC-2 Model 200.0 400.0 600.0 Station (ft) 800.0 1000.0 1200.0 Cross-Section RS 110 - • -A - • Old Cross Section (REC, 2002) -©— New Cross Section (Topo Survey, NOT used in Channel) •Cross Section Used in HEC-2 Model c o (0 > o LU -0:0- -200.0 0.0 200.0 400.0 600.0 Station (ft) 800.0 1000.0 1200.0 Cross-Section RS 120 c o (0 > 0) LU -200.0 200.0 400.0 Station (ft) 600.0 800.0 1000.0 Attachment 4-B. HEC-2 Output H . m ;.-;B,. m CONSULTING RBFJN 5 5-1 00221.006 I I I I I I I I I I I I I I I I I I i I HEC-2 WATER SURFACE PROFILES Version 1.6.2; May 1991 BUN DATE 26APR05 TIME 11:32:31 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 (916) 756-110'5 X X XXXXXXX xxxxx XXXXX X X X X X X X X X X x X XXXXXXX XXXX x xxxxx XXXXX X X X x X X X X X X X X X XXXXXXX xxxxx XXXXXXX 26APR05 II : 32:31 THIS RUN EXECUTED 26APR05 11:32:31 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 RC • AC AC AC , AC ' AC • AC ' AC AC AC I AC AC I AC AC AC Tl r2 LA COSTA GOLF SCHOOL £ DRIVING RANGE RBF CONSULTING APRIL 2005 JN 55-100221.006 REVISE REC STUDY (LA COSTA GOLF COURSE/J-l3952/09-09-02/LCGCPR.HC2) TO REFLE GRADING OF DRIVING RANGE AND GOLF SCHOOL CROSS-SECTIONS CHANGED: 60, 70, 80, 90, 100, 110, 120 BEC STUDY TIES IN WITH APPROVED CLOMR EXISTING COND. HEC-2 FILE ISMC97.HEC] THAT WAS RECEIVED FROM DR. CHANG THE Q OF 1900 CFS FOR THE NORTHERLY STREAM WAS FROM A STUDY PERFORMED BY RICK ENGINEERING FOR RANCHO CARRILLO (J-12119C)DATED 01-12-95. THE APPROVED CLOMR Q FOR SAN MARCOS CREEK IS Q=12000 CFS. THE STARTING WSEL WAS FROM A REPORT DONE BY RICK ENGINEERING COMPANY DATED 09-25-91 FOR THE LA COSTA EMPLOYEE PARKING LOT. (J-11347) LA COSTA GOLF COURSE JN 55-100221 APRIL 2005 (FILE: 221H2002.DATI SAN MARCOS CREEK AND NORTHERLY TRIBUTARY STREAM lOO-YEAR PROPOSED COND. Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 9.66 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 0 0 0 -1 0 0 15 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 QT 2 12000 1'5700 NC 0. 030 0.030 0.030 0.1 0.2 ET 9.1 9.1 860 1370 XI 2.55 25 930 1022 295 270 290 GR 8 . 3 600 8.2 G36 8.1 673 8.0 710 7.7 754 GR 7 . 3 798 7.0 842 6.7 886 6.3 930 6.0 975 GR 4 . 4 981 4.3 IOOO 4.3 1015 6.0 1022 6.5 1062 GR 7.0 1102 7.5 1142 8.0 1183 7.9 1228 7.9 1273 GR 7.8 1318 7.7 1364 7.6 1409 7.6 1454 7.5 1500 26APR05 11 :32:31 PAGE ET 9.1 9.1 940 1270 NC 0.025 XI 2. 59 17 975 1012 195 195 195 GR GR GR GR ET NC XI GR GR GR GR ET SB XI X2 8T BT BT BT BT BT 7.6 6.0 6.4 7.5 2. 62 14.0 9.7 4.5 13.0 1.05 2. 64 -16 760 975 1059 1290 9.1 18 170 908 1050 1210 9.1 1.75 170 730 918 1050 1092 1510 7.3 4.5 6.8 7.0 9.1 908 13.0 9.7 4.5 14 9.1 3 1 14 14 15.2 14.8 14.5 18 803 990 1107 1330 0.2 1092 250 910 1083 1390 12 , 12 11 11.0 0 7.0 4.4 7.2 0.4 200 13.0 4.5 9.0 18.0 165 96 13 250 908 950 1083 1210 846 1000 1154 175 590 918 1090 1510 5.5 9S 13 15.2 15.1 14.5 13 6.6 4 . 5 7.6 185 14.0 4.5 9.0 1500 96 0 12.7 12.6 11.0 0 1009 1202 730 950 1092 l.S 590 910 1000 1090 1390 6.3 6.0 8.0 908 15.2 4.5 14.5 908 4.5 13 15.2 15.0 14.5 14 932 1012 1250 1092 908 1000 1092 1092 4.5 11.0 0 0.1 0.3 NH NH ET XI GR GR GR GR 5 349 5.0 14 6 16 .03 9.1 19 0 123 185 292 82 9.1 123 14 4 6 18 .05 185 75 128 200 306 83 12 2 6 20 .03 83 87 132 206 318 170 83 10 2 8 20 .05 91 176 253 349 215 1 4 14 .03 349 95 181 285 NH NH ET XI GR GR GR GR GR GR 5 662 . 7 10.0 14 14.29 14 .38 13. 96 7.20 2.10 26APR05 .03 9.1 63.0 0 88. 6 115.7 126.5 139.7 186.8 11 :32:31 125 9.1 126.5 14 14 .53 14 . 35 11.94 6.11 2.09 164 .2 235.9 66 89.3 116.2 129. 9 161.5 218.2 38 7 5 3 9.7 6.1 5.9 12 14. 14 . .03 38 80 91.3 119.6 132.9 164.2 225.1 225.1 38 12.65 14-53 14.11 8.40 3.29 8.19 .05 81.3 100.4 124 .7 135.4 170.1 229.3 239.7 12.79 14 .39 14.10 7.33 2.10 10.43 .03 350 86.7 114 .3 125.0 136.9 182.6 235.9 GR 10 43 236 2 10.47 239 7 10.6 GR 3.2 271 10 282 11.5 GR 12 344 13 445 13.5 GR 18 541 19 555 18 GR 12 613 12.0 613 5 12.77 GR 12 88 631 3 12 .8 637 2 12. 85 GR 12 40 643 5 12.54 651 8 12. 90 NH 5 .03 215.5 .05 259.1 NH 772.5 ET 9 1 9.1 XI 20.0 78 0 204 .0 327 3 88.5 GR 14.9 0 15. 11 9 3 15. 74 GR 21 96 21 9 17.11 27 5 16.14 GR 14 57 35 0 13.86 49 2 13.73 GR 14 32 95 4 15 .28 110 3 17. 67 GR 18 89 118 2 19.18 121 4 17.80 GR 15 52 133 4 15.29 135 9 14 .75 GR 12 65 153 6 12. 53 159 1 12.27 GR 13 88 170 8 13.70 179 4 13.62 GR 12 40 215 5 10. 96 218 6 7.51 GR 6 35 251 6 4 . 45 255 1 2.10 GR 5 26 311 0 9. 92 317 9 11.02 GR 10 338 9.1 342 10 GR 13 536 14 636 14 .5 GR 14 704 12.3 707 12. 93 GR 14 55 732 5 14 .48 739 7 14.45 GR 14 57 757 8 14 .88 765 8 14.82 NH 5 .03 230 .05 279.7 246 288 482 570 624.2 640.9 662.7 .03 86.9 10.3 29.6 54.9 112.7 124. 3 142. 3 164 .1 191. 6 226.8 259.1 320. 7 346 678 716.6 745.5 772.5 833.5 .03 10. 6 11.5 14 16 12.86 12.87 306. 3 88.2 17 . 90 15.36 13.76 19.1 15.3 14.8 12 . 4 13.4 7.2 2 .1 12 11.3 16 14.0 14.2 327. 3 252 298 485 590 628.5 642.2 .05 15.4 31.5 71.2 114.2 125.4 147.6 167.8 204.0 231.3 289.0 323 352 685 723.8 750.1 10 11.5 16 14 12.88 12.86 320.7 43 21 .1 14.9 14.13 18. 95 15.51 13.83 13.00 12 .55 6. 69 2. 09 12 12 16 14 . 54 14.23 .05 351 255 301 513 605 629.7 643.1 .03 525 19.2 32.5 89. 4 117.1 126.7 150. 4 1 68.8 213. 3 243.6 306.3 328 436 696 727.3 750.3 . 03 I I :T :i JB GR P •iR GR GR ^R ;R [•,R GR GR i G G I 9 1 9.1 120 660 30.0 63 0 225. 3 346 106.2 105. 7 109.4 14.0 0 13. 96 2.3 13 91 5.1 13. 91 8.3 13. 58 25.5 13.6 26 8 13. 34 46.4 13 31 48. 6 13.50 69.1 13.54 80.2 13.5 88 9 13.45 99.6 13 10 110.0 12.80 113.9 12.32 121.0 12.6 136 1 12. 52 141 .8 12 62 161.2 12.63 162 .0 12.52 182.8 12.2 198 8 12.21 203.5 12 44 220.3 12.56 225.3 12.19 230.0 12.0 234 2 9.21 240.2 8 65 241.4 8.60 242 .6 7, 99 254. 8 7.1 267 3 6. 90 269.6 2 29 279, 7 2.10 280.2 2.10 290. 3 2.1 327 3 7.24 336.1 10 08 341 .3 12.9 346 12 . 9 351 10.07 363 11.2 373 12 4 68 13 568 14 668 14.8 758 16.8 763 16 85 764 .5 13.02 769. 6 18.5 773. 9 18.77 777 2 18-65 779. 6 18 62 782 .6 17.73 788.8 17.5 790.2 17.08 796 9 16. 64 805.3 16 47 808 .5 16.66 814 .1 15.2 814.3 17.02 829 0 17.11 831.0 17 14 833.5 2 6APR05 11 :32:31 I IH 5 .03 254 . 6 .05 293. 6 . 03 343.7 .05 364 .03 IH 919.4 IT 9.1 9.1 189 865 XI 40.0 65.0 246.2 364 115.7 116.0 115.1 GR 15.4 .0 17.09 14.8 17.16 15.6 17. 31 32.6 17.22 41.3 |;R 17.1 50.2 n.22 70.0 17.29 91.2 17.0 110.4 17.59 118.5 R 17.82 130.2 17.15 136.1 15.95 139.7 15.4 141 .3 15.41 146.3 ;R 15.44 155.1 15.46 158.0 15.59 170.1 15.6 172.1 15.88 178.0 •.R 15.53 185.8 14.28 187.5 14 .85 188.6 16.5 191. 9 16.18 194.8 GR 15.70 197.7 15.49 208.6 16.14 212 .2 15.0 221. 6 14.73 225. 6 ^R 13.98 231.8 13.83 246.2 13.21 247 .5 11.3 252. 9 11.00 254 . 6 P 9. 98 262.4 9.02 272.0 8 .07 276.2 6.9 284 .2 6-43 235.1 ;R 2.10 293 .6 2.07 319.9 2 .06 330.7 2.0 3 43.7 9.07 356.9 I;R 12.05 362.1 13 354 13 368 9.9 381 10.6 391 GR 11 430 12 521 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45 0 16.11 45 3 16 34 46 3 17.54 53 5 17 16 106.1 GR 18.5 180 7 19.50 212 5 19 21 215 9 16. 58 235 .0 16 60 235.8 GR 15.2 239 2 15.21 252 8 14 41 265 1 13.08 283 .0 11 87 297,4 GR 10.9 315 6 10.21 332 4 9 56 364 5 9.28 369 .6 8 51 380.5 GR 8.1 385 9 6.22 337 5 6 26 420 7 7 .15 427 9 8 11 433,2 GB 8.4 435 5 9.07 441 9 9 41 452 0 9. 93 465 .0 10 81 483.4 GR 11.0 488 4 11.86 522 2 12 10 549 1 12.87 585 .8 13 26 592.5 GB 13.7 608 9 14 .55 624 9 15 34 634 2 16.36 642 .7 16 45 644 .4 GR 16.7 659 4 15.27 685 0 15 53 693 6 16. 93 703 .6 16 81 705.0 GB 15.9 712 3 14 .95 754 2 14 94 817 9 14.42 940 .0 15 02 1028.9 GB 14-4 1059 8 14 1067 12 1135 10 1225 8 .44 1228.9 GR 3.43 1235 3 8.5 1251 8 9 83 1253 9 10.46 1300 2 10 89 1308.2 GR 11 .59 1324 1 12.2 1339 1 12 61 1349 7 13.74 1430 . 6 14 31 1438.0 GR 15.15 1494 9 15. 4 1502 9 17 19 1524 2 17 . 40 1526 .3 17 75 1528.4 GR 18 . 50 1532 2 20.4 1540 7 21 06 1543 9 21.41 1549 .7 22 07 1555.7 GR 22.14 1557 2 23.4 1567 8 23 54 1568 9 24.08 1571 .5 25 .12 1577.4 GR 26.55 1583 3 28.7 1592 8 29 64 1598 1 30. 00 1609 .9 31 .62 1617.8 GR 31 .77 1618 9 31 .62 1617.8 NH 4 .03 392.2 D5 547.1 .045 592. 1 .03 1756.3 XI 180 .0 96 0 529.3 1516 2 145 100 145 GR 38.2 0 36.11 18 5 32 28 25 7 28.76 31 . 6 26 .56 37.4 GB 23.4 45 7 21 . 97 49 0 21 63 49 1 20. 62 50 , 1 18,9 51. 6 GR 19.26 57 8 20.32 60 3 22 08 64 5 23,24 67 . 8 25.2 72.7 GR 26.11 90 5 26. 35 94 2 25 10 119 3 23.72 121 .0 23.3 128.7 GR 23.06 129 7 20 .24 138 9 17 70 147 2 17.50 148 . 3 16,9 157.5 GB 16.44 160 8 15.98 179 7 18 192 19 197 19 218 I I ( I I ( ( I I 1 I I ( ( I ( I I 1 I I I I I I I I 1 I ;R pB 'GR GR GR li GR GR r,R _GR ;R |;R NH t<l 5R pR "GR GR •GR jR iB GB GB 9B f3R ^R GR GR BGR 5R I'iR 1,R GR I I 18 222 16 226 14 38 24 9.1 1 4 06 294 .6 13 99 377.7 13.06 392 .2 13.8 485 3 12 81 529.3 10 82 540.2 8 95 547. 1 6.31 560 . 3 6.3 564 1 6 09 592. 1 5 09 593.6 8 47 597, 1 8.58 597. 3 8.9 599 8 9 63 606.5 10 11 616.4 10 63 633, 5 11.16 651 .5 11.6 670 8 11 68 695.5 12 04 724 .3 12 55 764 .6 12.85 795. 1 13,2 818 0 13 51 839.2 15 17 882.5 15 50 883. 2 15.87 895.4 16.5 907 7 17 07 915.3 16 82 937.4 16 03 950.4 15.74 958 .3 15.3 993 4 15 18 1013.8 15 44 1022.8 1^ .5 1043 14 1073 12 1165 11 1218 10.8 1265 11 1290 11.8 1350 11 1412 10 68 1435.3 11 20 1452.1 9 83 1460.5 B. 48 1463.1 9.1 1466 8 10 56 1468,9 10 83 1486.7 11 18 1500.9 2 6APB05 11:32:31 PAGE 11. 93 1508.3 12.7 1516 2 14 00 1526,2 15 39 1535.1 15 71 1601.3 15.90 1732,1 16,3 1736 3 17 17 1739.0 18 53 1746.3 19 30 1751.0 21 .00 1756.3 4 .03 449.9 .06 623 .045 676 .03 1715.4 190.0 100,0 612.7 576 130 130 130 31 .3 .0 30.25 11 9 29 86 15.1 28 50 21.9 28.2 24.1 26.17 30, 4 25.81 31 9 25. 3 32.1 22 77 33. 6 22 84 34 .5 23.24 39.4 25.02 42 3 25 17 43.8 26 54 52. 9 27 61 59,3 27,67 72.3 27.0 79 4 26 55 82 .2 26 27 89. 6 25 80 103.0 25,87 112.7 24 .0 120 8 23 89 121.6 23 22 124.8 21 35 133. 9 20.77 142.2 20.7 142 9 18 19 150 .0 17 66 302. 9 18 02 345.4 17,36 352.2 16.9 365 0 17 05 369.4 18 49 372.8 18 53 373 . 9 18 .29 382 .7 15.1 401 5 12 97 414.7 12 83 421 . 9 12 14 449.9 12 .64 474 .0 13.2 498 0 13 47 506. 6 13 14 565.7 13 45 587, 3 13.72 597 . 6 14.1 512 7 12 623 10 628 8 633 6.72 636 6.4 670 12 676 14 00 697.0 13 58 702. 6 13.4 705.1 12. 95 714 6 13 01 727 . 0 12 38 743.0 12 20 751 .0 11.8 778 .1 11 .86 796 1 12 58 884 ,1 12 96 917.4 13 77 938.1 14.0 947 .1 14 . 68 960 5 15 01 980. 7 14 35 1023.4 14 14 1052 . 6 14.4 1113.1 15.23 1118 9 15 83 1126.4 14 90 1158.2 14 56 1193.2 15-3 1257,0 15.30 1294 9 15 70 1 368 .7 15 34 1397.6 14 49 1423.3 13.9 1450.4 13.77 1485 4 14 63 1505.6 14 69 1503.1 14 86 1512.3 15.6 1532.2 15.27 1577 4 15 35 1590.3 16 93 1598.3 17 10 1502 .2 17 .7 1619.6 17.99 1623 2 18 57 1638.1 19 10 1639.9 23 30 1658.2 24 .0 1662.0 24 .28 1666 5 25 17 1580.2 25 66 1701.3 25 73 1715.4 .03 .03 .045 XI 200 0 100 0 721 .4 790 0 150 162 160 GR 33 3 0 31 62 3 8 30 67 7 2 29 24 14 3 29 12 49 4 GR 29 8 75 0 30 24 105 0 30 33 109 1 31 02 137 1 29 41 175 7 28 4 133 8 28 20 186 1 26 12 205 4 25 83 207 8 25 35 213 1 ;R 24 5 231 7 22 90 251 0 22 32 257 3 21 92 264 7 2! 65 269 7 GR 21 4 274 3 21 05 278 5 20 45 283 9 20 31 284 7 20 09 285 8 GR 19 8 237 9 19 18 291 3 18 90 294 6 18 80 296 0 17 50 311 1 GR 16 3 325 6 15 29 340 3 14 54 365 1 14 06 382 6 13 83 390 3 3R 13 6 394 0 12 97 401 1 12 19 644 3 13 53 667 2 14 22 676 7 ,R 13 7 721 4 1) 87 732 7 n 41 734 5 10 25 742 3 10 25 742 3 SR 9 3 743 2 7 64 743 9 7 24 744 3 6 79 730 9 9 49 781 8 GR 10 0 732 0 10 79 738 4 11 04 790 0 11 24 799 8 11 75 812 9 GR 12 1 828 6 12 53 899 2 13 15 933 5 13 07 995 2 12 84 1001 9 GR 12 4 1002 2 11 73 1017 1 12 01 1107 6 1 3 31 1112 6 13 60 1118 7 IR 13 7 1120 5 14 44 1141 4 15 36 1158 3 16 36 1175 3 16 73 1205 0 -,R 15 6 1209 0 14 78 T211 5 14 41 1231 4 15 45 1278 4 1 6 01 1343 3 GR 16 2 1365 4 16 51 1424 1 17 29 1426 1 17 76 1427 8 16 91 1440 1 GR 16 3 1454 9 15 95 1459 2 15 84 1467 5 15 37 1520 2 14 95 1562 3 GR 14 1 1572 3 13 90 1587 5 14 87 1622 7 15 20 1535 0 16 27 1645 5 3R 19 0 1665 2 20 40 1674 9 22 72 1696 1 23 01 1699 5 23 51 1707 1 IR 24 8 1727 5 25 44 1737 9 25 55 1748 3 26 24 1790 1 26 12 1791 1 26APR05 11:32:31 XI 210 0 96 0 717,1 874 0 16f . 1 198 6 176.5 GR 33 7 0 30 26 8 5 29 69 10 0 30 22 21 8 31 39 30 3 GR 30 9 59 5 31 90 106 9 32 59 119 5 32 73 120 8 33 22 125 2 SB 33 6 128 2 33 33 129 8 34 45 134 2 34 74 149 0 34 67 150 7 SR 33 1 151 0 29 95 175 9 29 61 130 7 29 25 136 3 28 47 192 8 3R 25 7 215 2 24 76 220 5 23 55 235 1 23 27 238 0 22 51 247 9 GR 22 1 255 6 21 57 279 8 20 63 290 6 20 19 295 8 18 60 313 5 GR 17 8 322 0 17 50 327 5 16 04 355 1 15 20 375 6 14 42 393 5 5R 14 2 398 1 13 86 403 8 13 40 409 1 12 74 416 7 12 17 423 4 SR 12 1 547 12 55 532 8 13 5] 639 8 13 63 648 9 15 40 575 2 SR 15 6 679 9 15 98 685 9 15 68 695 6 16 68 707 6 16 73 717 1 ^R 15 7 725 5 15 32 723 9 14 06 736 0 13 SO 738 6 10 85 753 7 GB 9 2 751 1 8 12 769 0 7 63 773 2 7 28 795 8 9 09 796 9 GB 10 9 798 1 11 59 803 9 12 51 808 8 14 10 824 9 14 56 830 1 GR 15 0 839 2 15. 90 860 0 16 85 874 . 0 17. 23 899 9 16. 06 913. 6 GR 15 4 994 1 15, 15 1009 5 14 48 1029. 6 14 . 03 1047 8 13 . 53 1091.1 GR 13 1 1100 9 12. 46 1102 6 11 81 1191 . 7 13. 50 1235 5 13. 76 1253.2 GR 14 3 1320 1 15. 22 1351 0 15 80 1371 . 3 15. 91 1384 4 16. 50 1433.8 GR 16 7 1578 3 17, 33 1600 3 18 01 1605. 3 20 36 1621 5 21 . 89 1632.6 GB 22 7 1639 1 22 94 1640 7 23 14 1646. 5 24 00 1651 9 24 . 39 1668.9 GR 24 5 1673 0 XI 220 0 95 0 760.8 838 17C .0 190 3 18C .7 GR 45 8 0 38 19 9 5 37 14 16 1 36 79 17 1 36 65 19.1 GR 35 3 34 0 35 01 37 2 34 71 40 3 34 48 43 1 34 12 47.0 GR 33 4 94 9 34 79 135 8 35 55 147 6 36 06 164 7 36 19 155.4 GR 36 8 167 8 35 68 178 0 34 25 187 6 31 66 200 4 31 45 202.3 GR 31 0 211 2 29 90 219 2 28 57 225 6 26 07 234 6 26 79 236.2 GR 23 9 241 4 20 97 257 7 19 46 264 5 18 99 267 4 19 28 267 .7 GR 18 3 282 7 18 21 290 5 17 60 303 5 17 31 308 6 16 91 320.1 GR 15 4 336 7 16 26 339 6 15 75 363 9 15 52 380 4 15 33 408 .1 GR 14 8 416 0 14 65 417 6 14 41 419 5 13 89 422 8 12 11 434 ,4 GR 12 1 671 1 12 77 678 6 14 49 687 0 14 96 693 1 15 22 697 ,3 GR 15 3 699 3 16 70 713 4 16 14 737 3 15 88 738 7 14 70 742,3 GR 14 8 746 1 13 48 750 8 9 94 763 7 9 35 766 5 8 45 770,2 GR 8 1 794 2 8 05 798 6 9 50 804 8 13 40 819 2 13 65 820,2 GB 16 830 18 833 18 858 16 856 14 98 925,6 GR 14 4 982 1 13 61 1004 8 14 70 1035 7 14 09 1070 4 13 65 1080,4 GR 13 4 1091 9 13 24 1092 6 12 20 1094 8 12 38 1143 0 11 96 1209.3 GR 13 2 1215 3 13 87 1233 3 14 35 1247 1 14 27 1253 7 15 43 1277.5 GR 16 1 1296 2 16 16 1352 1 16 93 1393 0 17 44 1416 0 17 46 1543,2 GR 18 1 1560 3 18 36 1562 3 19 40 1570 1 22 06 1691 3 22 32 1593.8 XI 230 0 99 0 721.0 819 3 160. 3 167 3 163.7 GR 49 0 0 47 93 3 0 47 30 5 1 45 04 8 1 40 62 13.2 GR 41 1 13 8 38 58 36 5 38 67 36 6 38 52 35 9 36 09 49.4 GR 35 4 101 4 37 16 149 2 38 16 162 9 37 11 186 0 34 98 194 .8 GR 34 9 196 5 34 24 204 8 32 11 210 9 32 01 211 1 31 07 223 .2 GR 25 9 242 1 24 91 245 2 24 53 245 8 24 64 247 6 21 43 264 .9 GR 20 5 269 7 19 85 274 4 19 35 278 6 19 07 280 5 18 26 302 .2 GR 18 1 307 5 17 12 325 8 16 66 354 9 16 22 371 0 15 31 392 .8 26APR05 11:32:31 PAGE GR 14 9 408 9 14 57 427 0 13 99 430 9 13 43 434 5 13 22 435.9 GR 12 1 443 1 12 12 541 4 12 12 610 9 12 65 622 9 14 34 634 .1 GR 14 7 536 3 15 38 650 7 15 85 654 7 16 96 558 3 17 13 678.6 GR 16 0 707 8 15 24 712 1 13 89 719 1 13 63 721 0 13 23 722.5 GR 12 5 724 9 10 07 734 2 8 36 739 6 8 20 755 9 8 19 767,6 GR 8 2 768 9 8 61 770 4 11 36 780 2 14 02 799 1 15 04 805,6 GR 15 2 308 8 15 75 819 3 16 19 827 6 16 53 852 5 15 16 864 .7 GR 15 5 874 0 14 84 877 9 14 96 895 9 14 77 913 9 14 52 924 .6 GB 14 5 946 1 15 62 965 3 15 94 971 2 16 12 998 0 16 96 1025.4 GB 17 0 1030 6 14 92 1067 7 14 89 1058 7 15 80 1088 6 15 64 1118.7 GR 14 9 1152 5 14 30 1233 1 15 75 1308 4 16 08 1311 1 16 90 1329.0 GB 17 .5 1347 0 17 44 1449 3 18 58 1451 6 18 52 1620 4 20 18 1536.3 GR 21 4 1545 6 22 15 1548 3 22 59 1549 7 22 71 1656 4 XI 240 0 98 0 670 .4 784 1 177,9 196 1 185.8 GR 48 6 0 47 20 2 2 46 59 4 6 44 85 6 1 42 43 10.4 GR 42 2 19 0 41 48 21 6 41 06 23 1 40 59 26 1 39 54 28.7 GR 38 9 49 5 38 57 59 3 37 82 130 9 37 73 182 7 36 55 185.8 GR 35 8 187 6 34 50 192 6 33 04 1 99 0 30 64 207 3 30 22 210,1 GR 29 6 220 6 25 10 244 1 24 66 246 1 24 39 246 9 22 63 254 ,5 GR 21 4 266 8 20 43 277 2 19 77 279 5 19 66 282 0 19 01 301.3 GR 18 6 309 1 17 80 321 6 17 59 327 4 17 33 335 7 16 90 347.1 GR 16 1 370 8 15 97 376 7 15 74 392 5 15 17 421 9 14 86 434 ,6 GR 16 9 518 7 16 19 522 2 17 70 545 8 17 53 565 0 15 72 586,4 GR 16 4 589 5 15 69 606 8 15 11 619 8 14 52 638 3 14 18 658,6 GR 14 0 570 4 13 31 678 9 12 53 679 0 8 82 580 5 8 83 689.5 GB 8 9 740 6 9 30 741 7 10 47 743 5 12 04 763 9 12 80 760,2 GR 12 9 761 5 13 67 771 9 14 60 784 1 14 61 332 3 14 96 945.3 GR 15 6 1003 6 16 01 1011 9 16 1020 16 1045 15 80 1068.5 GR 17. 21 1099 9 17.4 1127 1 18 00 1141 5 18 33 1152 2 17 51 1221.8 GB 16. 58 1245 1 16.3 1253 1 15 69 1264 3 15 21 1285 5 15 78 1347,2 GR 17. 16 1371 2 17,3 1394 9 16 19 1418 7 15 16 1419 9 15 21 1421,5 GB 18 . 18 1442 .3 18,3 1444 4 IB 86 1464 2 19 38 1467 9 19 97 1470.9 GB 20 . S6 1471 5 21,0 1477 6 21 52 1477 8 22 14 1481 .9 22 41 1484.0 GR 22. 39 1484 3 23. 6 1487 9 24 47 1490 2 XI 250 .0 93 0 559.0 753 7 119.2 116 5 111.9 GR 43 . I 0 39 76 5 9 38 90 113 8 39 79 125 1 40 96 137 .4 GR 41 .0 143 8 40 34 155 1 39 71 162 4 39 32 165 ,1 35 51 173.6 GR 31 .8 189 6 29 69 197 3 27 66 203 9 27 63 208 .9 27 57 212 .8 GR 26 . 3 216 5 23 93 224 5 23 20 226 6 22 67 229 .9 21 97 237.3 GB 20 . 6 251 4 19 30 266 5 18 94 271 0 18 15 281 .4 17 67 2 97 .9 12 I I GR GR I GR GR I GR GR I XI I GR f GR GR i bR GR I I I 17,2 321 . 9 1.6 66 329 4 15 23 393 7 16 45 503 8 18 28 532. 6 18.7 544,8 19 11 558 5 17 18 578 8 16 26 587 1 15 09 602. 9 14.8 618. 4 14 65 525 6 14 43 633 7 13 98 652 9 13 93 655.3 13.7 561. 4 12 99 657 0 12 75 669 0 11 76 675 2 11 78 677.0 11 . 1 577. 3 8 82 678 2 9 04 593 7 9 47 718 0 11 00 721 .5 11.2 722. 3 11 57 726 2 12 19 731 6 12 74 734 6 14 08 743,9 14.5 746. 6 14 94 763 7 14 55 771 7 14 53 776 8 14 58 778. 1 15-4 802.2 15 70 831 6 15 74 833 3 16 24 851 9 16 55 859.0 15.6 876.2 15 51 885 4 15 66 397 5 16 00 911 7 16 44 913.2 15.6 932. 7 16 16 946 8 15 79 955 0 15 42 998 5 15 69 1064.5 2 6APR05 11 :32:31 PAGE 13.2 1071 ,0 21 09 1087 7 22 17 1096 5 21 82 1134 2 22 62 1210.7 20. 6 1221 .7 19 51 1229 6 19 09 1233 7 18 48 1238 2 16 72 1253.2 16.2 1276.8 17 48 1300 6 18 92 1312 5 20 72 1319 6 21 04 1321.4 23.5 1338.1 23 97 1363 0 24 02 1358 7 260.0 38.0 670. 9 734 3 93.2 97 9 94 .6 50.3 .0 49 77 1 0 47 16 7 6 46 65 9 1 42 97 15. 1 39.9 19.9 40 01 59 0 40 69 79 8 41 26 109 3 41 43 117.5 41.9 127. 9 42 12 130 4 43 41 143 4 43 79 152 2 43 47 154.8 41.8 167,8 41 68 169 5 41 12 177 0 40 10 179 6 37 20 186.5 33.8 197.0 30 43 208 5 26 44 223 2 25 99 225 1 25 68 236.0 22 .4 247, 2 21 78 250 6 20 39 250 2 19 53 267 4 19 58 279.0 20.2 333.2 19 31 372 9 18 42 399 6 17 49 421 4 17 84 452.3 17.7 514.7 16 96 605 6 16 59 513 1 16 04 624 8 15 62 638.5 14,3 558.7 13 28 670 9 12 75 674 8 10 99 577 8 9 55 678.7 9.5 693.4 9 54 720 4 10 44 721 1 12 04 723 2 13 93 734 .3 14.8 740.3 14 80 755 8 15 39 803 2 15 57 806 5 17 90 833.7 18.2 848.4 18 78 356 7 19 14 873 7 19 45 881 9 19 82 885. 6 20.4 897.9 20 45 944 6 19 82 956 0 19 40 958 0 19 23 959.0 19.2 980.2 19 20 981 8 20 77 988 9 21 16 989 9 21 61 992.4 21.8 993. 8 22 47 997 9 22 01 1001 3 19 86 1013 8 18 27 1024.5 17,8 1035.1 17 41 1043 9 17 20 1055 2 17 11 1069 7 16 35 1090.0 16.0 1095,8 17 01 1114 3 18 13 1129 0 18 22 1133 4 19 05 1141.0 19.8 1152 . 7 20 49 1174 2 20 33 1188 8 ET 9 1 9.1 1 1138.8 NH 5 .03 625. 9 .045 745.0 .03 793.3 . 04 998.6 .03 113B 8 270 0 95 0 625, 9 745 0 76.1 83 6 80.6 65 0 0 53 92 2 6 53 62 3 4 47 36 14 6 44 20 20.3 GR 43 5 21 7 40 76 27 4 40 58 31 2 41 28 42 4 41 36 45.0 GR 41 9 52 9 42 20 57 4 42 43 61 6 42 32 77 1 42 87 98. 5 £R 43 2 99 4 43 28 99 7 43 49 100 4 43 46 172 7 42 42 187.7 r 42 3 189 0 41 97 190 0 35 76 209 3 32 00 221 3 28 26 233.7 r 25 5 241 8 24 83 245 3 24 95 260 7 24 47 259 1 22 83 269.6 • R 22 4 272 4 22 36 272 7 21 78 282 9 22 48 315 8 23 13 320. 9 GR 23 6 339 3 23 24 346 3 22 08 351 8 22 52 361 3 22 13 376. 9 GR 21 2 390 2 20 93 393 6 20 63 397 5 20 53 398 8 19 95 406.4 19 8 410 3 13 32 441 1 18 22 519 9 18 64 655 8 18 28 625.9 r 16 5 541 7 15 39 661 1 13 43 658 1 12 20 677 6 9 37 691.7 h 9 3 692 1 9 29 692 9 9 44 702 8 9 34 716 2 16 85 746.0 GR 16 2 751 2 16 23 769 3 16 59 774 6 16 66 775 1 16 83 776.9 GR 17 2 777 5 17 36 778 0 17 60 779 1 17 99 780 6 18 33 793.3 17 6 812 0 17 55 834 7 17 23 846 6 17 00 854 9 17 31 873.0 17 8 882 2 18 08 911 7 18 03 916 9 17 25 943 4 17 20 946.0 r 17 2 947 3 15 80 979 0 IS 80 979 2 16 16 998 6 16 51 1ooa.7 •R 16 3 1010 8 15 84 1013 3 15 82 1040 4 15 87 1045 7 17 98 1076.4 GR 18 3 1030 4 18 75 1037 0 19 96 1099 4 19 95 1137 3 19 96 1138.8 26APR05 Tl GR f GR GR 1 GB I I 11 :32;31 9 1 c . 1 1 1108.4 7 .03 632 . 3 .045 746 .0 .03 801 .4 .04 992.2 . 03 1062 6 .015 108S . 2 .03 1108 ,4 280 0 94 0 632 ? 746 0 5C .9 50 7 5C .5 51 7 0 47 64 9 5 47 33 10 5 44 28 16 0 42 84 18.5 42 4 20 3 41 08 31 5 42 32 39 3 43 17 45 7 44 29 51. 9 45 0 86 6 43 56 200 7 43 17 202 3 41 79 207 4 38 84 215.7 35 7 224 3 33 77 230 4 28 84 243 5 25 18 250 8 24 99 256.8 24 6 258 6 24. 15 269 8 23 81 271 7 23 26 281 1 23 74 355,1 22 4 359 0 22 00 361 3 21 66 377 8 21 10 387 8 20 63 402.2 20 3 406 0 19 75 411 2 19 20 418 5 18 71 431 4 18 15 447.4 17 7 463 1 18 01 647 0 16 73 632 3 16 32 636 3 14 61 650.2 13 9 666 7 11 65 583 0 1 1 01 685 3 9 58 694 4 9 34 724 . 6 9 3 726 1 9 57 726 8 12 37 738 8 13 72 740 3 15 79 746.0 16 1 757 3 16 33 766 2 17 31 779 2 18 24 801 4 18 18 826.7 16 9 834 6 16 32 8 38 1 15 30 842 7 15 73 845 3 14 77 854 .7 12 7 872 2 13 00 876 6 13 55 902 5 14 35 944 5 13 39 974.8 GR 12 1 992. 2 12 53 999 0 12. 89 1001 4 17, 29 1002 0 17.22 1009. 2 GR 17 2 1013. 6 14 21 1014 2 14. 38 1014 3 16. 04 1026 0 15.53 1028. 1 GB 16 9 1030 6 17 44 1033 8 17. 99 1037 3 18 22 1038 7 18.89 1046. 4 GB 19 3 1048 2 18 35 1057 2 17. 80 1052 6 17 33 1065 1 16. 96 1057 1 Gfi 15 5 1068 4 12 66 1079 9 12 70 1080 4 12 73 1080 7 35. 27 1087 4 GR 18 4 1089 2 19 36 1089 3 20 19 1105 1 20 23 1108 4 ET 9 1 9.1 1 853 3 NH 4 .03 276. 9 -045 367.8 .03 805.5 .015 853.3 XI 290 0 98 0 276.9 367 8 335.4 326 2 330. 3 GR 22 0 0 21 66 5 1 21 51 5 8 21 30 8 8 20.45 17 6 GR 20 3 18 8 20 16 20 4 20 08 21 6 17 82 47 4 17.71 50 6 GR 17 5 63 5 17 19 66 1 16 49 81 8 16 48 82 7 16.26 109 6 GR 16 2 121 3 16 09 149 6 15 67 169 3 16 69 162 4 16.78 176 0 GR 15 9 192 1 15 94 204 1 16 07 212 5 16 60 229 5 16. 93 239 3 GR 17 0 239 8 17 36 250 2 17 70 259 3 17 73 263 6 17.76 273 2 GR 17 7 276 9 17 36 230 1 16 69 239 0 14 63 298 9 13.73 304 5 GR n 1 319 4 10 30 324 6 9 60 328 4 10 40 349 2 10.46 361 1 GR 10 8 361 7 14 41 366 4 14 64 367 8 14 74 375 8 14 .74 388 7 GR 15 1 399 2 16 23 403 1 15 49 418 6 16 29 430 6 16.02 450 1 GR 16 1 465 3 16 10 467 3 16 41 478 7 16 52 517 0 15. 30 639 6 GR 16 1 648 6 16 26 555 0 16 61 564 2 16 57 572 1 16. 83 693 6 GR 16 9 698 3 17 23 609 3 17 44 616 7 17 76 623 2 17. 78 626 4 GR 18 0 636 2 18 06 540 5 18 44 565 9 18 52 654 5 18.64 567 8 GR 18 3 679 3 18 54 694 1 18 23 700 6 18 17 726 5 18 .30 733 .2 GR 18 8 757 1 19 13 770 9 19 14 773 2 18 96 785 0 20. 39 799 .0 GR 20 .8 805 5 20 46 810 7 19 79 816 1 19 66 817 2 19. 32 820 ,2 GR 18 . 6 827 4 18 19 830 4 18 15 830 4 17 77 331 .3 17,21 832 .7 GR 16 .8 833 5 14 66 838 7 15 20 842 6 13 44 847 .7 22 .81 349 . 2 GR 23 . 1 849 ,2 23 16 849 .9 23 16 853 3 25APR05 11:32:31 PAGE 15 NC .03 .03 .045 XI 300 0 92 0 181 .5 276 3 382 .5 391 0 387 .2 GR 25 6 0 25 62 2 9 25. 62 3 5 24 . 55 7, 4 23. 80 9 8 GR 22 8 14 8 19 72 27 1 18. 95 31 8 19. 05 48. 5 13, 92 51 3 GR 18 0 70 8 17 60 75 1 17 53 75 8 17 50 94 3 17 93 103 3 GR 18 1 106 8 19 42 129 4 19 53 132 9 19 89 142 8 19 93 155 3 GR 19 7 165 3 19 57 167 8 19 48 169 3 19 41 170 4 19 35 171 3 GR 19 2 181 5 17 56 191 5 16 48 196 2 16 00 197 7 14 73 204 3 GR 13 2 212 2 13 10 212 3 10 46 220 8 10 69 237 2 10 74 243 3 GB 13 4 252 3 13 65 253 6 14 85 262 5 15 01 265 1 15 74 275 3 GR 15 8 276 3 15 97 277 9 16 17 284 1 15 47 304 7 16 53 309 8 GR 16 6 313 9 16 86 324 7 16 87 336 2 16 88 337 6 17 37 366 2 GR 17 4 366 6 17 38 357 3 17 72 394 0 17 75 411 2 17 43 419 7 GR 17 4 422 3 17 46 426 2 17 79 432 1 17 81 432 6 17 97 464 0 GR 17 9 498 0 17 84 633 0 18 23 539 8 18 27 541 0 18 57 550 6 GR 18 6 560 8 18 76 564 8 19 09 575 3 19 10 584 1 19 11 586 8 GR 20 0 516 2 20 07 617 7 19 70 619 2 19 84 623 7 19 92 627 7 GR 20 4 649 2 20 41 661 8 20 56 657 1 20 65 550 8 21 06 576 2 GR 21 2 683 6 20 94 686 4 21 78 703 7 21 73 710 9 21 72 714 4 GR 20 6 733 3 20 66 735 1 21 38 743 7 33 22 763 9 33 99 765 9 GR 35 3 758 7 35 30 758 7 XI 310 0 96 0 343.8 392 2 364.4 363 6 358.2 GR 29 4 0 24 56 14 1 23 89 16 8 23 37 21 7 22 09 32 8 GR 22 2 43 7 22 04 44 6 19 75 61 4 19 71 53 3 19 44 80 8 GR 19 3 92 7 19 29 107 5 18 86 121 4 18 72 124 5 18 58 129 0 GR 18 5 139 0 18 87 148 9 18 92 149 8 19 38 163 0 19 44 169 7 GR 19 4 186 2 19 74 194 6 20 02 238 7 19 99 249 0 18 31 263 9 GR 18 1 259 1 18 15 276 7 17 80 290 8 17 77 292 5 17 79 303 2 GR 17 0 316 1 16 79 320 2 16 71 323 1 16 50 325 8 15 12 343 8 GR 14 3 346 0 12 80 351 6 11 69 355 2 11 64 356 6 11 63 360 7 GR 11 5 380 5 12 73 383 9 13 39 387 4 14 94 392 2 15 68 406 9 GR 15 7 422 3 15 86 447 4 16 16 455 6 16 36 462 7 16 24 493 8 GR 16 6 516 0 16 64 524 7 16 16 543 1 16 24 552 3 16 39 553 3 GR 16 6 556 3 17 07 585 5 17 09 587 5 16 92 61 9 9 15 73 621 0 GR 16 7 622 3 17 38 553 9 15 93 657 4 15 99 657 5 17 27 655 4 GR 17 9 678 8 17 89 639 4 18 19 705 5 18 23 707 5 13 51 720 1 GR 18 6 721 6 18 66 727 2 19 01 747 0 18 95 749 9 19 14 7 62 3 GR 19 4 777 9 19 62 777 9 19 85 778 3 19 85 788 5 19 94 798 9 GR 20 3 815 0 20 29 816 4 20 52 820 1 20 85 825 9 20 95 827 6 GR 21 6 838 4 21 87 842 5 24 60 859 0 25 69 868 6 25 81 869 7 GR 25 4 877 0 25 24 880 5 25 17 885 9 30 90 910 6 31 02 911 1 GR 39 9 927 7 XI 320 0 97 0 344 . 3 471 7 341 .8 342 0 338. 9 GB 27 7 0 27 60 3 27 10 2 2 26 59 4 .7 26 54 4 ,9 GR 26 3 8 8 25 95 12 1 25 24 15 7 23 86 20 2 22 54 24 .2 GR 22 2 34 3 22 15 34 8 22 13 34 8 21 55 42 .5 21 63 60 .5 I I 1 I I I I I I I I I I I 21. 4 22.8 21.8 26APR05 I I I I I I I I I I I I I I 80. 1 122.4 170,7 21.45 22. 60 21. 58 107.8 133.9 200.4 21.46 22.46 21. 32 108 .0 139.0 217 .9 22.18 22. 68 21 .42 113.1 156. 9 223.2 22.17 21 .97 21.47 115.9 164 .7 235.1 PAGE ;R 21 9 246 3 22 33 258 6 22 44 254 4 22 49 267 9 22 69 271 . 9 GR 23 4 288 1 23 74 295 0 23 58 302 6 23 62 311 2 23 31 318.2 GB 23 0 326 9 22 41 333 8 20 53 344 3 19 85 347 4 19 68 349.1 GR 17 3 367 5 16 79 371 1 16 74 371 4 14 07 387 8 13 04 394. 6 SR 12 9 395 0 12 90 400 4 12 75 406 9 12 53 421 0 14 63 428 .6 SB 16 9 435 5 16 45 437 6 15 67 438 5 16 65 439 5 17 02 443.6 GB 17 9 463 3 18 02 455 2 18 31 458 5 19 66 471 7 20 29 479.0 GR 20 4 500 2 20 19 503 3 19 44 514 9 19 78 531 7 19 89 543.9 GR 19 9 546 2 19 09 554 6 18 60 559 9 18 43 592 0 18 49 609.0 = R 18 6 618 5 18 34 533 3 18 91 634 8 19 23 669 5 19 30 664. 4 ;B 19 5 670 0 19 59 575 7 19 73 689 8 20 04 708 6 19 89 766.3 SR 19 9 772 3 19 90 781 2 20 18 805 8 21 03 825 0 21 28 832.7 GR 21 8 837 2 22 81 844 0 23 33 846 1 29 80 872 5 35 32 886.3 GR 40 6 895 6 42 65 901 5 <: 330 0 96 0 305.1 376 2 263. 1 258 1 266.7 GR 26 8 0 25 28 4 5 21 74 16 1 21 65 17 5 21 19 32.4 GR 21 1 38 1 20 89 54 1 20 19 62 3 19 40 77 7 19 46 88.5 GR 19 7 110 5 19 58 136 3 19 93 167 7 19 74 198 3 19 59 233.5 SR 19 3 252 2 19 00 265 9 19 52 282 0 20 40 293 9 20 16 305.1 SR 19 8 308 1 19 53 309 0 IB 03 313 5 18 03 313 5 16 11 319.3 SR 15 2 323 3 14 01 325 8 13 15 327 5 13 15 340 9 13 12 353.0 GR 13 7 356 0 15 45 361 3 16 68 363 5 16 40 367 5 16 41 367.7 GB 18 2 374 2 18 27 376 2 18 84 379 5 13 71 393 8 19 01 415.5 SR 19 0 423 4 19 64 435 0 19 55 447 0 19 37 484 3 19 89 494 , 9 SR 20 3 504 9 19 63 541 3 19 36 542 3 18 94 643 9 18 73 544 .8 SR 18 4 546 2 18 24 546 7 17 92 548 2 17 82 548 5 16 59 562. 5 GR 17 4 656 3 17 25 555 5 17 45 555 8 21 56 556 3 21 57 556.3 GR 21 5 560 8 20 97 561 0 18 39 561 5 18 96 552 4 19 23 563.2 ,GR 20 4 667 3 20 76 580 8 20 92 520 3 20 36 629 1 20 17 640. 5 SB 19 9 641 7 19 66 542 8 19 55 643 2 19 14 645 3 18 50 647. 3 SB 18 5 647 8 18 05 648 6 19 62 654 0 20 14 656 0 20 82 668.4 SB 20 8 658 9 20 86 669 4 24 681 26 690 23 697 GR 30 706 30 734 29 55 738 3 30 .6 750 1 31 82 755, 3 GR 33.29 763 3 34 34 767 6 37 43 778 0 37 .8 735 6 39 01 788.3 <1 340 0 64 0 277 . 7 339 1 295. 6 287 2 2 92.0 GR 30 1 0 29 12 8 3 29 11 10 0 29 01 14 0 25 76 22.4 GR 25 5 23 2 25 42 23 7 24 27 35 0 21 92 45 5 21 72 46.4 Gfi 20 1 63 2 20 51 57 6 20 11 77 6 19 54 107 7 20 24 119.4 SR 20 2 147 4 20 11 174 6 20 12 195 9 19 98 232 7 20 17 256.8 Sfi 20 1 273 0 19 88 277 7 18 95 281 8 17 55 237 1 14 51 300.0 JR 13 5 304 5 13 40 306 3 13 41 307 6 13 42 320 8 15 62 329.3 GR 17 2 335 8 17 34 339 1 17 63 342 5 18 15 346 6 18 25 355.3 GR 18 4 362 1 18 93 373 0 19 27 382 6 19 74 397 6 19 50 405.0 ;fi 19 6 419 1 19 35 452 0 19 79 472 4 19 81 495 5 21 43 528.7 SR 21 3 558 3 21 19 576 6 23 04 587 0 23 89 591 6 26 04 602.7 SR 26 7 607 1 27 23 611 8 27 67 617 0 30 85 623 0 42 32 645. 6 GR 43 7 647 2 43 91 647 9 46 06 656 8 45 79 662 1 45 47 664 .0 GR 50 7 671 2 51 03 672 1 52 00 674 0 53 71 677 2 350 0 50 0 308 . 9 406 4 223.2 262 1 234 .5 SR 35 8 0 35.14 2 0 35.17 11 4 34.78 15 6 33 74 26 1 ;R 33 1 32 4 32. 37 41 3 32.16 42 0 31.70 44 9 27 71 67 9 GB 27 6 63 3 27. 60 68 5 22.37 91 0 20. 95 102 5 21 50 108 5 GR 21 3 129 9 21.39 157 9 21 , 67 172 3 21 , 62 189 7 22 17 207 5 GR 22 6 217 3 22.71 220 4 23 .45 236 2 23. 18 245 5 22 53 253 8 SR 21 6 271 3 20. 87 284 3 20. 71 283 2 20. 38 296 9 19 82 308 9 ;R 18 2 321 7 16.79 336 4 15.44 343 9 14, 56 349 2 34 60 364 9 GR 14 6 365 8 14.66 366 0 17 . 09 372 9 17.11 373 5 18 60 385 0 GR 13 6 385 0 18. 62 386 6 19.39 406 4 19.90 428 0 19 75 441 5 GR 20 3 452 6 20.25 484 7 20 .72 521 0 20 . 68 644 7 21 39 572 9 SB 21 3 577 7 22. 35 683 0 24 . 98 694 9 25. 69 595 8 30 99 609 0 SB 39 9 625 1 49.21 643 2 53 .10 652 4 63. 67 661 7 55 10 664 7 XI 360 0 93 0 327 . 9 419 3 293. 0 322 1 305.1 SR 40 2 0 40.27 1 7 40.05 10 1 38.51 19 2 38 31 20 3 IR 38 5 27 7 33. 12 64 3 32 . 68 67 2 33 .15 96 2 33 94 109 4 ;R 34 3 114 6 33.34 118 9 30,84 124 5 30.82 126 2 30 83 135 7 GR 31 6 141 8 31-52 143 2 31 , 34 145 9 30 .75 153 3 30 59 155 8 GR 30 4 169 1 30.12 162 3 29. 94 159 6 29.51 188 6 29 52 210 2 GR 29 0 212 2 23.76 213 0 23 .55 213 5 28.09 215 3 28 03 218 9 GR 27 9 230 1 28 94 233 6 29 05 236 1 29 54 238 8 29 90 240 1 GB 30 2 241 0 30 47 241 8 30 76 242 6 30 94 247 8 29 55 256 0 GR 27 6 265 5 26 18 276 9 25 14 285 9 24 18 291 7 23 48 297 3 GR 22 8 302 9 22 27 316 5 22 28 322 6 21 09 327 9 20 95 328 8 GR 20 8 330 7 18 76 353 3 18 41 361 0 15 61 375 5 14 96 399 0 Gfi 14 9 406 3 17 02 412 4 20 15 419 3 20 59 424 5 22 54 439 7 Gfi 23 1 447 0 24 75 468 3 25 54 471 7 25 97 480 9 26 25 437 4 GR 23 6 491 1 23 37 516 2 24 19 524 4 24 81 526 8 26 06 527 6 GR 25 2 528 3 26 63 530 5 24 74 534 1 24 56 535 7 23 72 643 9 GR 23 7 549 5 23 17 578 2 23 24 608 3 23 35 536 1 23 46 668 3 GR 24 2 679 7 23 67 690 3 23 50 697 3 23 58 722 6 25 67 746 9 GR 26 8 761 6 28 05 754 5 30 41 770 4 45 86 304 1 46 76 806 0 GR 47 2 806 7 62 02 818 6 66 91 830 0 NH 4 .03 64.5 .045 128.1 .03 597.5 .05 672 .2 XI 370 0 90 0 64.5 123 1 434 . 5 456 5 470. 0 GR 40 3 0 40 31 10 4 36 89 36 8 35 08 18 6 32 11 25 7 GR 30 7 29 0 25 26 41 5 26 06 43 9 22 62 67 4 22 56 57 8 GR 22 0 54 6 20 74 71 8 20 32 77 6 18 83 78 9 17 71 80 5 GR 16 2 82 2 16 61 91 9 16 90 106 9 17 74 109 6 19 02 116 1 GR 19 6 119 6 21 02 127 3 21 26 128 1 21 47 133 2 21 88 141 3 GR 22 2 149 4 23 71 190 0 23 69 195 1 23 10 228 8 23 10 231 2 GR 23 0 269 1 23 13 302 9 23 00 315 2 22 94 320 3 23 11 326 7 GR 23 5 332 2 23 42 334 5 23 20 340 9 23 20 344 5 23 24 349 9 GR 23 2 356 7 23 28 353 8 25 70 364 7 26 04 365 6 26 04 365 7 GR 26 0 366 3 25 71 373 5 25 59 379 6 25 58 331 7 25 41 387 6 GR 25 6 395 8 25 48 403 0 25 07 416 1 26 06 415 9 25 17 423 8 GR 25 4 434 4 26 03 444 3 26 05 445 0 26 66 451 7 26 72 452 5 GR 26 8 453 3 28 00 466 8 28 02 466 3 28 07 467 4 28 41 476 7 GR 28 4 476 5 28 10 487 8 28 18 495 7 28 42 505 7 28 53 609 9 25APR05 11 :32 :31 18 GR GR GB GB 28. 6 27.7 26.8 27 .5 512. 6 562. 6 585.7 622. 9 23.37 27.70 26.63 36.48 54 3. 4 553.0 597.5 647.1 28.19 27. 33 26.53 38.15 549.4 574 .2 598 .0 650 .5 28.18 27 . 34 26. 36 39.77 555.6 575. 0 608 .8 653 .5 27.66 27 .33 26.33 48. 67 561-8 575.1 614 .8 672 .2 NH 5 .03 113.3 .045 169.0 . 03 NH 678 XI 380 0 91 0 113.3 169 0 265.7 249.2 GB 40 9 0 40 92 4 0 41 00 5.0 GR 38 6 18 3 37 71 20 6 30 96 34 .7 GR 26 1 45 9 24 79 70 4 24 63 75. 4 GR 24 1 108 2 24 35 111 4 23 96 111.6 GR 19 7 121 5 18 50 124 1 18 39 124 .2 GR 18 9 147 8 19 38 148 5 19 44 150.3 GB 21 2 160 6 22 00 165 5 22 33 168.1 GR 22 7 179 0 23 27 187 3 23 47 194 .3 GB 23 6 216 3 23 67 219 5 23 38 225,7 GR 24 0 269 9 24 10 280 4 24 27 299.0 GR 24 7 329 1 24 68 329 9 24 90 344 .7 Gfi 25 4 381 8 27 20 396 0 28 29 417.7 GR 29 2 430 4 29 01 435 5 28 83 437 .5 GR 27 0 470 9 26 70 488 1 27 01 504 ,3 Gfi 25 7 543 0 26 77 546 2 27 0] 547.2 GB 28 2 578 7 28 41 583 9 28 86 599.5 GR 29 0 614 1 28 68 627 2 31 14 628,6 GR 33 2 634 8 34 09 648 6 34 18 650 .6 GR 53 4 678 0 NC .03 .03 .045 XI 390 0 99 0 349.7 407 1 287 ,7 267 .6 GR 36 0 0 35 04 1 35 47 9.8 GR 34 9 20 5 34 48 31 5 34 34 34 .9 GR 33 5 47 1 34 09 62 1 34 14 52.3 GB 33 0 70 6 32 77 74 3 31 92 87 .2 GR 29 6 92 7 29 42 93 1 28 52 95 .0 GR 29 1 96 5 29 17 96 9 29 38 97 .4 GR 30 : 99 6 30 55 101 0 31 19 103 ,0 GB 30 8 112 9 30 51 121 0 30 14 130 .1 GB 29 8 142 1 29 01 162 5 28 54 174 .2 GR 27 6 214 3 27 18 223 8 26 46 247 .6 GR 25 4 275 6 25 47 280 3 26 44 293.8 GR 24 9 349 7 22 34 354 7 21 35 356.5 GB 20 2 377 0 20 16 381 8 23 95 399.6 GR 24 9 433 9 24 99 443 3 25 18 458.0 GR 25 1 531 1 25 27 648 4 25 42 564 . 8 GR 27 5 690 3 27 90 593 2 28 01 593. 8 GR 28 4 596 6 28 53 597 5 28 71 598 .6 GR 28 9 622 9 28 56 627 6 27 57 537.1 GR 30 7 653 6 32 40 657 9 32 49 560 .1 GR 34 3 678 1 43 87 695 3 45 47 597 .7 599. 6 262.3 39.31 30 .22 24 .51 23.86 18.42 20 . 57 22 .30 23 .48 23 . 52 24.43 24 . 96 28 . 68 27.24 26. 91 27 . 65 29. 10 33, 17 34 . 98 285. 1 34 . 99 34 .08 33. 96 30,79 23.86 29.48 31.12 29. 90 28.03 25.93 26.27 21 .29 26. 67 26.21 26. 90 28. 17 29.09 27.23 32.63 47. 73 .05 10. 6 36. 4 77.7 113.3 131 . 158, 168. 196. 247, 307, 34 6.1 424 .9 460 , 9 609.9 562.0 505.4 631 .5 652 .2 15.2 37 .8 60.7 89.8 95. 9 97 .7 104 . 136. 198 . 257, 304 , 357. 407 , 466. 582 .7 595.0 601 ,2 643.3 665.7 701.3 558.! 39.00 27,15 24-44 22 .45 18-59 21-18 22 .56 23.51 23.78 24 .53 26.59 29. 33 27 .13 26.35 28 .07 29.21 33.25 39.27 34.36 33.53 33.03 30.15 28. 94 29.70 30. 91 29. 85 27. 67 25,72 25.10 20. 45 25.25 25.22 27. 32 28.28 29.08 29.53 32.72 . 03 16,7 42.8 102,1 116.3 142.2 159.6 169.0 207.1 255.9 322 .1 361.9 429.1 463.1 536.2 574 .4 609.6 633.0 658.8 20.5 45.6 70.4 91.3 96.1 98.4 109.5 137.6 210.1 254 .9 334 .4 372.3 423.3 500.3 588.3 595.5 506.0 651 .1 675.1 I I I ( ( I ( I 1 I I I I I I I I I I I ( I I I I I I ( I I I I I I I I I I I I 25APR05 GR GB IGR SR JSR GR GR .GR SB 400.0 54.7 35.5 32 .2 31.6 22.7 22.1 23.3 36.4 40.5 54 .0 t3T .C XI GR GR SR I.SR SR SR GB _GR SR SR ISR GR GR 2 .03 410.0 14,4 14.6 16.1 13.0 12.2 U.l 10.6 12,1 14.8 15,8 17.0 13.7 19.3 25APR05 11:32:31 46.0 .0 51 .2 86.2 93.4 154 .0 211.5 219. 6 261. 6 289.2 319. 6 NH 4 . 03 XI -18C .0 95.0 GB 3i .2 .0 SB 23.t 45.7 SB 19 26 67.8 GR 26 11 90. 5 GR 23 06 129.7 GR 16 44 160.8 GR 18 222 .SR 13 06 392.2 SR 6 31 660.8 GR 8 68 597.8 GB 11 16 551.5 ,SR 12 85 795.1 'sR 15 87 895. 4 SR 15 74 968.3 GR 14 1073 GR 11.8 1350 [GB 8 48 1463.1 GR 11 93 1508.3 SR 15 90 1732.1 GR 21 00 1755.3 1900 .03 100.0 .0 104 .3 290.5 354 .4 413.0 465.6 476.4 528.5 561 . 9 581.1 603. 9 668 .2 696.0 11 ;32:31 124 .9 62.86 33.31 32.22 31. 31 22, 65 22. 43 30. 46 36.21 41.60 392.2 529. 3 36.11 21. 97 20. 32 26. 35 20.24 15. 98 15 13.8 6.3 8.9 11. 6 13.2 15.5 15.3 12 11 9.1 12.7 16.8 1900 .03 4 65.6 14.40 14 . 68 14 .57 12.83 11-86 10.12 11.39 12 .24 14 .79 15.98 17. 65 18. 99 18,53 248 .2 5.3 56.9 87.6 106.1 156.5 214 .2 235. 9 254 . 6 292. 4 .06 1515.2 18.6 49.0 60. 3 94 .2 138. 9 179.7 226 485.3 564 .1 599.8 670.8 818.0 907.7 993.4 1166 1412 1466.8 1515.2 1735.3 476.9 21.3 133. 6 312.8 390.7 434.7 468 . 1 476.9 530.0 663. 9 583.2 625.2 676. 3 698,1 320,0 50.51 32.93 31.95 31,08 22,79 22.50 35.68 35.00 45.93 547.1 146 32 28 21 63 22 08 25 10 17 70 18 14 38 12 81 5 09 9 63 11 68 13 51 17 07 15 18 11 10 68 10 56 14 00 17 17 205 14.43 14 .89 13.93 12.77 11 . 68 9. 97 11 .51 13.72 15.29 16.56 17 .70 19.26 13.17 286.8 12.8 58.3 88.8 110.6 176,7 214.5 248.2 271.1 302.4 .045 100 25.7 49.1 64 . 5 119.3 147.2 192 249.1 529.3 592.1 506.5 595. 5 839.2 915. 3 1013.3 1218 1435.3 1468.9 1525.2 1739,0 210 26.3 177.1 329.0 394 .3 44 9 .9 468.3 485.0 547 .2 572.0 595.3 626.2 683.4 698.5 302.3 38.07 32.65 31 .82 30, 45 22.45 22.76 35.03 36.70 48,33 592 .1 145 28 76 20 62 23 24 23 72 17 50 19 14 06 10 82 6 09 10 11 12 04 15 17 16 82 15 44 10,8 11 20 10 88 16 39 18 53 207 14.48 14 .94 13.82 12.39 11 .62 9.86 II .69 14 .32 15. 34 16.71 18.07 19.38 18. 03 42 6 35 58 46 9 57 1 32 53 78 6 90 0 31 86 92 4 124 9 23 84 150 2 182 0 22 23 196 7 217 8 22 78 218 5 249 6 36 22 254 7 273 4 37 04 278 2 307 8 52 53 316 6 .03 31. 6 50.1 67.8 121.0 148.3 197 294 . 6 540.2 593.5 515.4 724 .3 882.6 937.4 1022.8 1255 1452.1 1486.7 1535.1 1746.3 53.6 219.1 339.1 411.6 457.0 469. 8 500.7 656. 3 574,6 696. 3 647. 5 686. 4 703.6 1755.3 26.55 18. 9 25.2 23.3 16.9 19 13.99 8 .95 8.47 10. 63 12.55 15.50 16.03 14.5 11 9.83 11 .18 15.71 19.80 14 .57 14 .98 13.55 12.33 11-33 9.39 U -54 14.76 15.66 16.97 18.64 19. 57 17,94 37.4 51 , 6 72.7 123,7 157.5 218 377,7 547 ,1 597,1 633, 6 764, 5 383.2 950,4 1048 1290 14 60.5 1500,9 1601.3 1751,0 79,5 272. 3 350.2 414.0 4 50.5 476.4 514.8 560. 9 579.1 600.9, 664.7 691.0 712.2 PAGE GR 19 4 714 8 19 51 715 3 19 19 730 0 18 93 734 0 19 29 746.2 GR 21 5 757 8 21 55 758 3 21 58 758 8 22 10 750 8 24 96 772,0 SR 25 3 773 5 29 04 785 7 29 69 789 2 32 95 801 3 33 79 804 . 9 GR 34 5 308 4 36 77 821 1 38 10-826 1 39 27 830 7 39 76 837. 3 GR 40 0 342 3 40 84 849 4 40 91 860 5 41 04 852 0 41 89 862.1 GR 42 1 868 2 42 00 896 5 42 37 901 6 44 75 906 1 47 20 911 .2 GR 47 5 918 3 47 17 946 1 47 15 948 6 47 35 952 2 47 81 959. 3 ,1 420 0 95 0 514 . 3 524 3 177 , 5 176 1 176.7 Gfi 25 4 0 25 34 3 4 24 72 14 1 24 30 20 5 22 20 36. 4 Gfi 21 9 38 7 21 74 39 5 21 24 43 6 20 22 50 9 20 17 51 .2 GR 1 8 4 55 0 )7 79 71 0 17 71 73 5 17 45 83 9 17 01 93. 9 GR 15 8 96 5 16 41 104 7 15 90 110 3 15 66 113 7 16 31 121 .1 GR 15 1 134 8 15 02 148 2 14 95 155 0 14 83 195 9 14 57 226.1 GR 14 6 240 4 15 70 253 3 16 97 255 1 16 50 281 6 16 08 303,7 GR 16 1 303 7 15 41 313 7 17 344 17 438 16 442 GR 13 9 470 8 13 54 489 3 13 26 500 3 12 42 614 3 12 37 515,3 GB U 3 517 3 10 99 517 8 10 26 621 3 10 55 521 3 12 44 524 .3 GB 12 8 528 8 13 29 539 8 13 08 550 8 13 13 665 3 13 41 668.8 GR 13 7 573 8 14 12 530 3 14 30 539 3 14 24 508 3 14 30 614 . 3 GR 14 4 626 3 1 4 85 640 9 14 94 644 9 15 23 665 4 15 25 665.9 GR 15 5 679 9 15 85 685 9 15 21 695 4 16 45 705 9 16 92 716.9 GR 17 0 717 9 17 94 721 9 20 27 729 9 22 49 737 9 23 70 743 .4 20 GR 24 . 9 748 4 25 80 755 4 25 97 757 4 25 97 773 9 26 20 785. 9 Gfi 26. 3 799 5 25 75 801 5 28 62 810 0 30 23 817 0 32 64 826.0 GR 34 1 831 5 35 58 842 5 37 94 848 5 40 25 860 0 41 26 865-5 GR 42 0 871 0 42 20 872 0 42 27 873 5 43 06 889 0 43 30 897 .5 GR 43 3 910 0 44 09 914 0 46 12 923 5 46 08 955 6 46 08 956. 1 XI 430 0 95 0 409.8 422 4 127.3 128 6 127. 6 GR 23 1 0 23 04 6 22 78 2 1 21 34 11 1 21 35 11 .2 GR 21 5 12 4 23 14 25 6 23 16 27 8 23 14 30 3 20 91 33. 9 GR 19 7 36 0 19 79 42 1 19 96 51 3 20 52 52 6 20 65 52.6 GB 20 6 81 3 20 48 112 6 20 11 129 0 19 88 131 8 19 47 135.1 GR 19 4 138 2 18 35 149 1 18 13 151 3 17 70 154 8 17 65 155,5 Gfi 17 4 158 4 16 66 171 3 15 97 182 0 15 87 184 6 15 90 195-0 GR 15 2 203 4 15 25 213 6 15 69 225 2 16 09 264 3 15 34 274 . 9 Gfi 15 3 292 4 15 49 317 5 16 19 321 0 15 80 335 1 15 59 365,7 Gfi 15 4 387 8 15 90 400 3 16 81 409 8 14 90 413 3 14 93 415.4 GR 14 9 419 9 15 31 420 9 16 71 421 9 16 05 422 4 16 24 426,4 GR 16 3 442 6 16 29 468 6 16 58 483 1 16 66 506 2 17 14 628,2 GB 17 4 532 8 17 42 535 3 17 83 541 3 17 93 644 3 18 56 553.8 Gfi 13 8 553 3 18 99 564 4 19 19 557 4 19 36 670 4 19 71 572 . 9 GR 20 1 579 9 20 16 581 4 20 39 688 9 21 55 593 5 23 19 602. 3 GR 23 2 602 3 23 20 602 3 26 99 619 4 27 48 621 0 27 87 622.6 GR 31 9 635 6 33 72 642 3 35 99 552 2 37 59 658 9 40 67 673,4 GR 41 0 675 5 41 35 682 3 41 82 691 6 41 76 701 0 41 98 720,1 GR 42 3 757 0 42 46 762 8 42 56 775 2 44 60 785 6 45 32 789.2 Gfi 45 9 807 9 45 53 827 1 44 40 829 2 44 12 853 1 44 ,25 870,2 26APR06 11 :32:31 21 XI GR Gfi GR GR GR GR GR GR GR GR GR Gfi GR Gfi GR GR GR GB GR 440,0 30 , 24 , 20 , 15. 16. 15,0 15.1 15.3 15.3 16.0 18 21 22 22 24 36 40 42.9 44.2 95,0 .0 42 .8 59. 4 114.6 190.6 230.3 274 .7 331.5 380.2 416.1 449.B 482 .0 625.3 597. 1 622 .8 667 .8 697 . 9 731 . 1 779. 3 88. 9 30.09 24.21 19.83 15.30 16.29 16.04 15.23 15.29 15.27 16-14 19.52 21 .59 23.41 22 .14 26. 51 37.04 41 .17 44 .09 43.86 414 .5 2.6 43.3 70.7 119.9 214.2 238.3 287.0 332.0 398. 4 419.8 460. 6 486.8 539-2 600.8 532. 5 671.0 702.2 74 4. 4 793. 0 190 28 .80 21.28 19.37 15.30 15.76 16.05 16.38 15.28 15.27 16.78 19. 66 21.78 23.71 22.15 27 .84 37,11 41 .39 44 .22 44.18 163. 9 18.7 54.6 73.4 147.3 217,9 244 .2 313.8 342.2 402.1 434 .8 461 .6 489,4 561.2 608.4 637.3 671.1 703,8 753.0 825,3 188,9 27.11 20.87 17,03 15.29 16.01 16.09 15. 98 15.28 15.27 16-83 20.35 22.36 23.87 22.07 31.06 37. 31 42. 65 44 .39 44.44 30.5 56.7 82.0 165.5 220.1 253.8 322.4 354.5 414.6 437.5 467,0 503.9 565,1 612.1 549,1 672.2 713.9 766.9 842.5 25.52 20,92 15.31 15.29 16.06 16.04 15.29 15.28 15.54 17 . 38 21 .10 22 .73 23.72 22. 85 32.15 40.62 42.58 4 4. 62 44.41 35.3 57 .3 83 . 9 181.5 225. 4 267.2 327.2 367. 9 415.0 441.2 473,4 515.2 586. 4 616.4 662.8 685 .6 717. 1 777 .2 845.8 XI GR GB Gfi GB Gfi Gfi GR GR GR GR GR GR GR GR GR GR GR GR 450 .0 28 . 4 27,3 19.0 18.2 18.1 20.0 22.2 21.4 18.8 16.9 16.5 17.7 38.2 18.0 21.0 28.0 29.4 29.5 88 . 0 . 0 21 .3 68 .0 136. 6 236.3 289. 3 334.5 346.9 387.5 415.5 433.7 492 .3 529.7 574 .4 617.0 651 . 6 688. 6 726. 1 401 .9 28 . 68 22 . 99 18. 84 18.39 18.26 20.30 22.35 21,77 18,57 16,28 17.77 17.53 18 .22 19. 37 22. 93 28.29 33.38 29.60 433.8 6.2 35.3 72.2 163. 6 256.0 296.0 337,0 349,5 391 .1 416.5 438.8 501 .2 537.0 597-8 632 . 6 662 .7 703,2 738,6 250 28-67 22.15 18. 63 18.05 19.00 20.89 22.02 22.08 18.18 15,43 17.79 17.23 18.21 19.54 23.29 28.20 33. 39 29. 85 269.0 a . 3 38.4 85.7 178.1 268,5 309,0 338.6 360.6 396,3 418 .1 442,5 512.1 539.1 600.3 635.2 665. 3 705.8 747.4 277.3 28 .61 21.67 18,59 18.03 19.82 21.20 21.51 21.72 17.83 15,37 17.88 17.44 17. 93 20.04 23. 40 27,98 33. 96 9.3 41.0 93.5 184. 9 286.1 314,7 341.2 353.7 401,9 424 . 8 455. 5 517,3 553. 6 605.6 636.2 681 ,4 713.1 27.65 19,55 18.42 18.07 19.96 21.79 21 .46 19.10 17. 50 15. 33 17.89 17,89 17,86 20.60 25-06 28,19 33 .88 18.2 55.1 115.3 208.8 288.7 330.3 343.8 383. 3 410,3 427 . 4 471.1 526.1 565.6 612.3 645 .1 684 .5 713 .2 XI GR GR GR GR GR GR GR GR GR 460.0 29. 1 21.3 20 .4 20.5 21.3 19.8 15.7 18.8 20 .1 94 .0 . 0 42.0 105.2 154 .3 191 . 7 263. 0 282 .7 297.4 319.1 277,1 28 . 80 21.19 20 .38 20.76 21.10 18 .87 15.73 19.15 20.16 293.8 6.1 45.0 124.4 172.4 196.2 272 . 5 286. 3 306.0 319. 6 241.7 27,66 20.68 20.37 20. 96 20.77 18 .21 15.76 19. 34 20. 30 251.5 U.l 75.3 126.9 176.0 208 .8 277.1 288 .8 307.0 326.2 246. 5 25.23 20.59 20.38 21 . 62 20. 38 16. 64 18.01 19.42 20.55 23. 8 81.9 148. 7 186.6 233.7 278 .2 292.8 309.0 329. 3 22 .86 20. 45 20.38 21.59 20 .16 15. 51 18.73 19.92 21.29 34 .4 98.6 150.2 187 .1 245.3 278.7 293.8 315.1 335.8 I I I I I I I I I I I I I I I I ( ( I I ( I ( ( I ( ( I I 26APR05 11:32:31 Gfi 22 .6 362 5 22 64 359 .1 22 96 372 2 23 11 378 8 GR 23 0 393 5 22 82 399 0 21 60 419 8 21 51 420 8 •Sfi 20 .4 445 5 20 U 452 7 20 07 467 3 19 99 483 0 Sfi 19 9 508 8 19 97 509 3 20 02 510 3 20 73 520 4 SR 19 6 523 5 19 86 533 5 19 94 541 2 20 03 543 7 GR 20 0 545 2 19 99 545 7 19 93 546 2 20 14 547 2 GR 21 1 548 4 21 07 550 4 21 02 554 5 20 94 566 0 GR 21 9 568 1 22 70 675 2 22 97 577 2 24 51 588 3 SR 25 5 600 5 25 49 604 5 25 13 616 2 24 83 628 8 Sfi 24 7 637 9 24 72 639 4 24 74 641 4 24 94 655 6 XI 470 0 79 0 194 .0 219 0 261. 4 252 2 260.5 SR 30 7 0 30 69 2 5 30 63 7 5 30 23 18 5 SR 29 8 22 5 28 63 27 5 27 58 33 0 26 11 41 0 SB 25 3 53 0 24 68 72 6 24 56 75 0 24 65 76 0 GR 24 1 93 6 23 99 99 5 24 00 126 0 24 00 131 5 GR 24 0 140 0 23 99 141 5 23 88 144 5 23 62 151 5 GR 22 2 184 6 22 02 191 5 21 85 194 0 19 31 197 5 SR 16 7 202 5 16 55 204 5 16 35 208 0 20 40 208 5 SR 22 3 219 0 22 47 220 5 22 51 221 0 22 65 221 5 Gfi 23 1 243 0 23 26 260 0 23 76 307 0 23 78 307 5 GR 23 3 316 0 23 23 324 0 23 14 338 6 22 92 357 5 GR 22 9 378 0 22 84 391 5 22 34 400 5 22 85 421 5 SR 22 9 427 0 22 69 447 5 22 68 452 0 22 57 474 0 SR 22 3 495 0 22 83 506 0 22 85 512 0 23 01 519 6 SR 23 6 542 6 23 43 547 5 25 55 557 5 26 01 561 0 Gfi 26 6 575 0 26 16 588 5 25 92 594 0 25 69 598 6 23 5 610 0 23 51 610 5 26 07 625 0 26 55 648 0 n 480 0 100 0 198.2 221 3 235.0 236 7 236.0 GR 33 8 0 33 89 2 5 32 77 U 5 32 71 13 0 GR 31 0 24 2 23 95 25 2 28 56 34 7 28 55 48 3 GR 28 6 68 3 29 73 71 3 29 79 80 9 29 52 107 5 SB 27 3 122 5 27 27 124 5 26 92 133 5 25 84 153 6 SB 25 4 175 7 25 29 182 7 24 78 188 7 24 64 194 7 GR 23 7 198 2 1 9 43 200 7 19 30 202 2 18 84 213 3 GB 19 4 213 8 21 87 218 3 24 90 221 3 25 08 224 3 GR 25 4 263 9 25 27 280 0 28 17 320 1 29 17 328 5 SR 28 8 338 1 30 05 346 2 30 72 350 2 30 88 351 2 SR 32 6 372 3 34 59 392 8 34 62 393 3 34 52 394 8 3R 32 9 402 4 32 09 404 9 31 34 407 9 31 18 415 4 GB 33 0 424 4 33 30 438 0 33 01 448 0 33 14 454 0 GR 34 3 486 1 34 68 492 6 35 10 498 1 35 98 512 7 GR 37 8 535 3 37 35 562 3 36 92 573 4 36 26 579 4 SR 34 2 597 4 33 47 612 0 34 29 628 5 34 57 641 6 SR 35 2 673 7 36 26 675 7 35 34 677 7 36 80 678 2 GB 35 3 578 7 36 26 694 8 36 30 704 8 37 18 710 3 GR 38 9 723 9 39 53 736 9 40 48 745 9 41 39 760 5 Gfi 42 2 770 0 44 77 782 5 46 06 789 5 49 57 806 6 SR 51 1 813 1 54 60 828 2 57 06 838 7 58 61 845 7 26APB05 11 :32:31 . 490 0 92 0 274 . 6 285 3 248.8 248 1 247. 9 GR 42 1 0 42 29 2 5 42 25 8 1 42 09 11 2 GB 43 2 22 3 33 60 25 4 36 43 27 9 36 34 30 4 GR 34 8 46 7 34 13 53 3 33 68 57 8 33 74 59 9 SB 33 7 72 6 34 16 78 7 35 02 87 8 35 46 92 9 SR 36 4 110 6 35 89 123 8 37 15 128 9 36 75 132 4 SR 36 5 135 0 36 41 136 0 35 03 138 0 35 02 138 1 GR 34 3 153 3 34 32 153 8 34 32 154 4 34 89 165 4 GR 35 4 155 9 35 41 158 4 35 43 151 5 35 44 162 0 GB 35 0 164 0 34 49 154 6 34 45 166 6 34 27 175 7 SR 34 3 175 7 35 11 176 7 36 16 177 7 35 61 180 8 SP 36 4 187 9 35 41 192 0 33 96 200 1 31 45 215 3 GR 30 7 220 9 30 17 223 0 29 17 243 1 29 02 243 7 GB 27 9 259 9 27 83 260 4 27 55 252 4 26 66 274 6 GR 23 9 280 2 26 47 283 8 27 47 285 3 28 29 306 6 SB 29 0 318 8 29 34 324 3 29 57 329 4 29 78 330 9 SB 31 5 346 2 33 43 357 3 33 78 359 8 33 62 365 4 SR 32 0 396 9 31 29 410 1 30 95 414 1 30 95 424 3 GR 31 5 431 9 31 59 432 9 31 97 433 4 34 90 434 9 GR 41 1 444 5 41 19 455 2 <1 500. 0 55 0 233 -7 257 3 155 .5 157 7 15" .7 GR 41 8 0 41 75 2 6 41 63 7 8 36 34 31 4 GB 36 3 31 5 35 25 43 0 34 30 46 7 33 45 50 4 GR 33. 2 59 3 32 13 75 0 32 08 75 0 32 09 78 6 23. 12 21. 33 19. 96 20 .57 20 .02 20.36 20 .96 24 .51 24-72 30.20 25. 56 24 ,53 24 .00 22 .59 17.97 20. 99 23.07 23. 40 22. 94 22 .86 22 .59 23.33 26.75 23, 56 32.50 28.24 28.64 25.78 24 .64 19.13 25. 68 29, 07 31 .25 34 .07 31. 50 33.11 37. 60 35. 72 34 . 59 36. 80 37. 96 41 .81 50 .29 50 .23 42.05 34 .91 33.79 36.28 35.48 35. 00 35.13 35.41 34 .27 35.70 31.42 28 .03 25.89 28.43 30.90 33.29 30. 95 39.52 36. 33 33.25 32.21 383 .9 424 .8 4 90. 6 520. 9 544.7 547.4 560.0 588,3 635, 9 21.0 49.0 77. 0 133.0 173. 0 199. 5 209. 0 239. 0 314 . 0 365.0 424 . 5 479. 0 533. 5 572. 0 609. 0 24 .1 53. 3 113.5 164 . 6 194 .7 213.8 232. 8 332.1 355.2 399. 9 422. 4 468. 1 531. 8 585. 4 543.1 678 .2 718-3 766.0 809. 6 853.2 11.7 45.2 68.6 104 ,5 134 . 4 138. 6 155. 9 163.0 175. 7 185. 3 215.8 257. 9 276.2 310. 6 342.1 375.1 425. 3 442.0 31.5 68.2 94. 9 GR 32 2 100 7 32 13 116 9 31 .89 130 0 31 98 142 6 31 67 166. 6 GR 31 5 158 2 31 41 174 0 31 .01 189 2 30 80 196 0 30 32 209.1 GR 30 1 227 4 30 03 230 6 29.75 233 7 28 78 244 7 26 82 248. 9 GR 25 4 251 5 25 41 254 1 26.39 255 7 28 16 267 9 23 60 258.4 GR 28 7 259 9 29 50 267 3 29.95 284 0 30 03 286 1 30 05 287.2 GB 30 ! 289 8 30 08 297 7 30.05 311 8 29 99 316 5 30 06 333-8 GB 30 3 349 6 30 37 356 3 30.75 377 8 30 80 381 4 31 14 384 .1 GR 31 6 388 8 32 44 395 6 32.53 398 8 32 63 402 5 33 55 409.8 GR 36 2 420 8 36 60 421 8 38.05 423 4 42 08 430 2 42 82 431 .7 GR 42 8 437 0 42 83 438 6 42.98 441 2 42 79 452 2 42 76 456.9 NH 2 .05 76.2 .03 593.4 XI 510 0 70 0 245.8 278 6 184 .2 189 1 187.9 GR 53 8 0 48 29 16.2 48,12 16 7 48 06 17 2 43 24 32. 8 GR 40 3 42 8 39 44 47 3 37.97 64 0 37 71 55 1 37 58 67.3 GR 36 2 76 2 36 08 80 6 36.88 85 0 35 63 89 0 34 31 99. 5 GR 34 8 116 8 34 70 122 3 34 . 50 128 4 34 11 149 6 33 87 174, 6 GR 33 8 176 3 33 77 179 6 33.27 198 0 33 01 204 7 32 44 224 . 6 GR 32 3 229 7 32 20 233 0 31.77 245 8 30 88 249 5 29 54 255. 8 GR 27 7 257 6 27 70 257 5 27.67 268 0 27 27 253 1 28 48 265.3 GR 29 4 266 9 30 17 268 1 30.39 259 1 31 27 278 6 31 57 279.2 GR 32 0 293 1 32 25 315 9 32 .76 339 3 32 75 340 3 32 77 341. 4 GB 32 8 364 2 32 78 377 1 32.80 387 0 32 78 408 2 32 78 408.7 GB 32 8 409 8 32 86 432 1 32.92 440 5 32 95 452 6 33 03 469. 9 GB 33 0 471 0 33 10 472 1 33.20 473 a 34 53 496 1 34 40 497. 8 GR 34 0 503 9 34 02 607 8 34 .34 620 0 34 26 530 5 34 53 545. 0 2 6APfi05 11 :32:31 24 34 . 5 547.2 550.5 44 .33 46.37 583.9 593. 4 NH XI GR GR GR GR GR GR GR GB GB GB GR GR GR GR GR GR GR GR GR GR 2 620.0 63.4 66.3 50.8 42.5 38.6 36.6 34 .8 31 . 8 31.8 34.5 35.3 36.0 36.5 36.3 36.9 37-2 37.7 37.1 44.4 46.9 .05 98.0 .0 17. 4 39.0 75.4 112.2 143.8 169.7 198.1 207.0 242.9 302.4 338.3 388.3 445.2 609.0 560.5 598.1 648. 5 692.8 718.2 53.8 197 .0 52.05 54 .27 49.56 42.31 38.28 36.10 34 .39 30. 59 33.75 34 .56 35. 35 36.29 35.26 35.41 36.91 37.80 37,57 36. 99 46. 65 46. 98 .03 207.0 2.1 20. 6 42.7 76.9 113.6 147.0 182 . 3 199.7 219.7 245.0 307.7 349,8 400,4 455.8 519.5 573.8 610.7 654 .4 701.3 726.5 730.8 258.1 69.93 54 .02 45.51 42.05 38.05 35.56 34 .32 30.68 33.91 35.01 35.42 36.57 36.06 36. 67 35.77 37.48 37.81 38.23 46.82 47.02 264,3 4,8 21 .1 53.8 79.5 127.0 155.4 186.6 201.3 220.8 265.0 316.1 353.0 423.0 473.7 532.7 679. 5 517.0 662,3 705.0 730.8 261.5 57. 43 53.67 45.20 40. 60 37 .85 35.18 33.22 30. 66 34.11 35.15 35.74 36.74 36.05 36.81 36. 56 37.33 37.59 39. 60 46. 83 8.5 23.7 61.2 93-8 132 .2 150.7 192.8 205.5 221,8 274,0 329.3 371,5 423,2 482.7 545. 9 582 .2 628. 6 670.2 707. 6 56. 67 51. 94 44 .87 39.93 37-77 35.02 32. 47 31 .73 34 . 31 35. 33 35. 85 36.69 36.05 35.93 36.80 37 . 44 37. 39 41 .21 46. 88 14.8 35. 3 70.1 100.1 136. 5 163. 4 197. 0 207. 0 232. 3 286.1 333.0 380. 4 423.7 4 96.3 553.3 588.5 641.2 679.7 712,4 NH XI GR GR GR GR GR GR GB GR GR GR GR GR GR GR GR GR GB 2 530.0 70. 1 53. 6 50.0 42. 7 34 . 3 37. 6 39.0 39.2 40.3 40.6 41 .3 40.9 40.3 43.0 41.8 44.1 52.9 .03 82.0 .0 31 .7 54.5 82.2 110.3 133.1 186.1 229.7 277. 0 286.4 312 .9 347.2 398 .1 450. 5 506.1 537, 3 568.0 549.2 104 .5 65. 52 53.06 49.82 42.06 31.89 37.74 39.01 39.27 40.56 40 .44 41.42 40 .51 40.26 41,55 42,10 45, 59 53.12 135. 7 9,4 33.2 54 . 7 90.0 113.9 135.7 188.2 237.5 278.0 286. 9 320 .1 361.2 401.2 472.3 616.0 639. 4 591. 8 691.8 291.8 66.32 53.07 45.55 40. 58 36.40 38,56 39,11 39.50 40.59 40.62 41.35 40.58 40. 33 41.61 42.69 46.21 288.4 9.9 35.4 68.2 95,2 121.2 155.5 203.8 263.6 280.1 290.0 326.9 363.8 404 .8 473. 9 625.3 648.2 290.8 63. 94 53.04 42.73 38 .70 36. 57 38. 63 39.15 40.14 40.57 41.03 41.43 40. 60 40. 64 41 .63 43 .50 46.27 12.5 46.3 81 .7 104 . 5 124 . 3 153.7 210.5 266.1 233.8 299.3 334 . 2 369,6 424 ,6 475 ,5 534 .7 549.2 58. 2 9 50 .15 42 . 68 35. 97 36.83 33 . 63 39. 16 40.12 40. 63 41.11 41 .00 40. 39 40. 99 41 .80 43.77 48.52 22, 4 54 .0 81.7 107.7 124 ,8 168. 5 211.5 274 .9 286. 3 308.2 341. 5 332.5 439.6 496,8 536.3 555,5 NH Xl GR GR GR GR 3 540,0 83.0 71.2 52. 3 61. 8 .03 87.0 .0 25.2 50.3 96.0 600 . 6 384 . 3 82. 35 67 . 39 52.17 51. 67 400. 6 1. 4 33.4 63. 9 106. 0 639 316.8 81.23 66.79 62.15 61.44 .03 307.7 3.5 34.9 67.1 Ul .8 670 .6 314 .4 79. 54 65.95 62 .15 57. 58 7.6 33.1 68.6 121.3 74.41 66.22 62 . 08 57.08 19-3 40.8 72. 9 122 .8 26APB06 11:32:31 25 I I GR # • R GR GR GR I HIH XI GR i (JB GR i "iB GB GB i ' GB GR i GR GB 1 GR i I I lc 1 lfi GB Gfi f: • lfi GB GR i GP GR 1 I 44 .3 154 4 43 52 158 1 43 38 173 4 43 37 174 4 43. 31 176.5 43 .0 190 7 42 77 195 5 42 65 198 6 42 48 200 2 41 . 68 211.7 42 . 4 228 6 42 4 2 228 6 42 06 244 4 41 99 249 1 41 . 37 252 .8 41 . 7 267 5 41 76 274 4 41 78 276 6 41 84 278 6 42. 61 297.5 42 . 5 303 3 42 55 318 6 42 39 325 4 41 79 341 2 41. 81 348 .1 41 . 6 364 9 41 15 370 1 40 95 374 3 40 69 384 3 37. 57 387 .5 36 . 9 388 5 37 05 339 7 37 47 393 8 38 95 395 5 39. 97 398.5 40 . 7 400 5 41 48 420 6 42 22 438 0 42 21 440 I 42. 17 443.3 41 . 8 466 9 41 88 483 3 41 99 491 2 42 15 502 2 42. 29 513.3 42 . 4 521 7 42 38 541 5 42 87 555 4 42 91 567 9 43, 19 683.2 43 .3 533 8 44 81 594 7 44 89 600 5 44 88 602 7 45. 09 604 .8 47 . 3 515 8 48 56 523 7 49 13 625 8 48 84 627 4 47. 95 631.6 51 . 4 639 0 55 26 648 0 56 19 650 8 56 34 667 4 56. 56 659.5 57 .8 563 7 60 11 670 5 3 .03 103.2 .04 255 . 1 -03 77^ .3 550 .0 96 0 400,4 515 3 236.5 235 2 231 .0 59 .3 0 68 00 2 7 62 76 34 9 51 64 17 7 51. 68 18.7 61 . 7 23 2 59 81 28 7 59 57 29 8 58 96 37 0 58-80 38.7 58 . 0 42 5 55 91 52 5 54 87 58 6 53 18 69 0 53. 19 81.2 53 .0 93 3 53 06 95 0 53 27 103 2 53 56 114 9 53. 68 126.0 54 .0 134 2 54 09 140 9 53 79 160 8 53 68 152 4 53 60 159.1 53 ,4 165 1 53 37 157 4 53 16 172 4 53 13 174 5 52. 87 185.0 52 . 9 191 7 52 41 194 4 51 85 201 6 51 03 208 3 50. 05 213.7 49 .4 219 2 48 28 227 5 48 10 235 8 47 59 255 1 47 47 255.8 47 .2 261 8 47 13 263 4 45 47 295 5 45 37 298 3 45 45 307,1 45 .2 310 3 44 88 312 6 46 317 49 322 49 340 45 351 44 58 360 1 44 45 361 1 44 37 361 7 43 .2 375.1 43 . 23 396 5 43 37 400 4 43 08 400 9 42 24 401 5 42 .3 440.7 42 . 25 449 5 42 27 509 1 42 27 510 8 42 27 511 9 4: .1 513. 5 44 . 10 515 3 44 03 525 3 44 03 529 1 44 03 631 2 44 ,1 551.7 44 . 11 568 3 44 06 530 4 44 06 593 6 44 30 613 5 44 .5 619. 6 46. 90 640 6 46 21 543 3 46 60 647 2 47 14 653 3 4' .3 660.4 47. 32 552 6 47 60 663 7 47 30 665 4 50 83 685 8 6: .4 702. 9 54. 39 710 1 63 66 713 5 62 99 716 2 55 21 722 3 5e .5 726.2 53. 68 733 3 62 41 745 0 57 77 764 2 68 09 765 4 6S .4 769.2 70 . 90 774 3 2 .045 83.6 .03 773.3 560 .0 100 0 357 461 8 109.7 111 1 105.0 70 . 7 0 70 25 1 0 70 05 1 3 69 23 2 8 60 08 18.3 59 . 1 20 0 56 55 26 5 56 74 34 2 56 72 34 3 54 20 47.4 52 .2 57 9 52 10 59 5 50 97 74 9 51 06 83 6 50 48 91. 9 50 .4 92 4 49 47 94 6 48 94 95 7 48 94 97 4 49 15 108. 3 49 . 5 UO 0 60 10 1 12 2 50 32 113 8 50 56 116 5 60 73 120. 4 50 .2 144 0 50 1 5 149 5 50 36 169 8 48 97 181 3 47 46 189.0 46 .5 190 5 45 66 192 4 46 56 193 4 45 55 254 4 45 55 266. 0 45 . 6 256 5 46 57 269 3 46 48 264 3 46 37 273 6 46 21 287 , 8 46 ,0 296 0 45 49 311 5 46 315 48 323 49 327 49 348 48 352 46 357 45 16 3 62 5 42 73 372. 9 42. 24 375 1 42 25 398 7 42.3 404 7 42 25 413 5 42 26 433. 1 42, 26 438 3 42 51 441 6 43.9 447 6 45 80 458 0 46 50 461 . 8 26APR05 11 :32:31 PAGE 47 . 54 468 4 48 69 476 1 60.0 485 4 50 17 487 1 48 31 490. 9 47 . 95 492 0 47 99 492 6 47.7 503 0 49 74 605 8 50 00 505.3 50. DI 506 5 50 32 524 6 49.3 531 3 50 33 549 3 50 45 551 . 6 49. 92 555 3 48.5 559 2 47 58 560 9 47 31 571 8 47 59 574 . 0 48.23 574 6 48 09 590 0 47 48 593 1 46 14 610 8 45 24 62 3. 9 46 .2 645 5 46 04 664 6 47 U 572 8 49 90 692 0 60 49 696.9 53 .6 737 3 64 00 720 0 56 44 732 1 56 14 735 3 56 05 736.4 62 .8 750 7 62 97 761 2 63 29 751 9 65 40 768 6 70 29 773.3 .03 .03 03 570 .0 1 00 0 347, 6 475 7 271 .0 198 7 193. 6 36 1 0 85 53 1 0 85 35 1 5 84 88 2 0 84 45 3.0 85 2 4 6 86 50 5 6 85 77 7 7 85 90 8 7 84 60 13.9 84 3 14 9 75 05 28 7 71 05 35 9 65 43 46 1 63 55 50.2 62 .8 51 7 57 02 64 5 53 42 72 2 54 OO 79 4 54 35 33. 5 54 3 87 1 54 88 105 0 55 01 112 2 54 33 133 5 56 05 142.9 55 .3 150 5 54 35 363 3 54 31 154 9 54 35 177 7 53 30 184 . 4 52 .7 193 0 52 07 397 6 51 99 200 2 51 80 204 3 61 44 209. 9 51 .3 213 5 51 09 220 7 50 44 235 0 50 31 243 2 50 29 246. 3 49 . 9 264 7 49 74 212 4 49 65 285 7 49 09 306 1 49 00 309. 8 48 . 9 315 4 48 15 337 9 47 69 347 5 47 10 358 9 45 38 360. 9 45 ,5 361 5 45 64 4 67 4 45 54 459 5 45 54 471 5 45 99 472.0 47 ,8 475 7 48 69 480 2 50 39 490 5 50 48 4 96 1 50 77 502. 7 51 .0 510 8 51 04 513 8 50 15 533 5 49 75 538 1 49 49 541 . 5 47 .8 558 3 47 82 558 3 47 80 558 8 47 40 567 9 47 08 576.0 47 .4 590 7 48 26 597 3 49 06 606 9 49 62 612 4 49 39 627, 5 26 GR 49. 2 630 6 48. 86 533 7 43. 19 647 . a 47,55 658. 4 47 . 55 660 .0 GR 47 3 670 1 47. 01 691 3 46. 98 697. 4 46.80 703-9 46. 81 742 .9 GR 46 9 749 0 47. 00 778 3 47. 85 800. 5 48.10 804 . 1 48 . 94 810.1 GB 60 5 819 2 53. 02 830 4 53. 01 830. 9 62. 90 836. 9 56. 94 845.6 Gfi 58 8 849 6 58. 73 851 6 58. 96 855. 7 53. 91 866. 3 67 . 14 873 . 4 ET 9 1 c . 1 265 485 NH 4 .03 312 ,4 .015 342 .7 .04 480 .7 .03 71C - 1 XI 580 0 94 0 33C .3 342 9 27E .4 246 0 247.6 GB 71 6 0 71 51 4 9 71 36 15 3 71.40 22 3 71 38 27.7 Gfi 71 4 28 8 71 54 34 8 57 85 42 4 57.51 43 4 61 81 53.2 GB 60 6 54 9 56 97 51 9 56 85 61 9 54 .46 56 8 54 94 58.4 GR 56 9 72 7 55 26 83 1 64 87 89 1 54 .73 91 3 54 63 93 .4 GR 53 8 109 7 53 77 110 3 63 76 110 4 53,72 120 1 53 72 120,2 GR 53 3 131 1 53 03 147 4 52 87 154 9 52,74 159 9 51 94 180.4 GR 51 8 195 1 51 75 203 8 51 40 223 8 51.39 224 4 51 33 226,1 GR 51 4 247 7 51 45 258 1 51 46 263 0 62 . 46 272 7 53 03 279 .2 GR 53 4 283 5 63 34 287 4 53 04 296 5 52.73 300 9 51 77 311 .3 GB 51 7 311 8 51 73 311 8 51 68 312 4 49. 50 330 3 47 79 333.0 GB 47 1 334 1 47 08 338 4 47 10 338 9 47,38 339 5 49 17 342 .7 GB 49 2 342 9 49 34 343 4 49 68 345 1 49.72 346 1 50 03 354 .8 GR 50 3 370 5 50 18 383 6 50 19 388 4 50,19 391 7 49 30 431.3 GR 49 2 434 0 49 17 435 5 48 98 456 3 48 . 91 472 0 48 96 480.7 GR 49 2 498 6 49 23 507 2 49 07 517 1 48. 95 527 9 48 91 541 .5 GR 49 0 545 8 49 11 551 3 49 21 554 5 49. 31 559 4 49 26 565.3 GR 49 2 569 0 49 16 585 2 49 95 599 9 50.01 603 0 50 43 606.6 26APR05 U:32:31 PAGE GR 62 0 626 5 61 29 563 1 62 63 571 4 63. 63 575 1 63 37 676.1 GR 52 9 680 3 66 48 694 9 69 05 706 9 69. 62 710 1 ET 9 1 .1 65 135 NH 5 .03 94 .2 .015 109. 3 .03 250.6 .04 343. 5 .03 NH 565 2 XI 590 0 98 0 44.7 140 0 256.4 251 1 248. 9 GB 58 3 0 58 19 6 3 58 13 8 3 58 .02 16 1 57 87 23.4 GR 57 5 35 4 57 32 44 7 56 09 56 7 55-57 59 8 54 83 73 .4 GR 64 5 77 0 54 32 77 6 52 70 92 1 62 .70 94 2 51 62 96.2 GR 49 7 99 4 49 67 103 0 49 68 104 0 60.28 104 7 53 03 109.3 GR 63 1 109 9 53 51 312 4 55 80 122 4 58.70 340 0 58 90 141.1 GR 59 1 142 2 61 37 163 5 61 72 155 1 51.74 156 7 62 60 175.4 GR 62 5 136 4 62 39 193 9 62 06 198 9 60.63 207 0 60 40 208 .1 GR 60 0 217 4 59 76 219 7 59 47 223 6 58,43 239 1 58 43 239.1 GR 57 8 244 9 57 69 253 0 57 68 253 6 57. 57 253 6 57 28 260.5 GR 66 3 310 3 56 18 323 6 56 84 343 5 55.91 347 0 56 .94 358.6 GR 57 0 362 5 57 30 372 9 57 32 373 4 57 . 33 374 .0 57 40 379.7 GR 57 4 383 7 57 46 385 .5 57 49 388 9 66.70 392 .4 56 .48 393.5 GR 56 5 395 8 56 67 403 3 55 58 403 9 56. 59 406 .2 56 .94 407.4 GR 57 4 409 0 57 95 411 9 57 99 413 7 58 .05 414 .8 58 .52 422 .2 GB 53 8 425 6 59 10 429 1 60 02 438 8 60.05 439 .5 60 .11 440. 6 GR 50 0 442 9 59 59 444 .6 59 15 452 7 58.98 459 . 5 58 . 62 468.1 GB 58 4 471 0 58 13 476 .8 67 75 482 6 57.49 488 .8 57 .32 491.8 GR 57 3 501 4 57 28 503 .8 57 56 505 .5 59.14 517 .6 60 . 97 525.0 GB 62 1 529 1 65 43 538 .7 65 81 539 . 9 65.86 541 .0 66 .39 545.2 Gfi 58 6 552 0 71 28 558 .3 73 95 565 .2 27 26APR05 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN COBAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 'PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS 0 CCHV= .100 CEHV= .200 •SECNO 2.550 3280 CROSS SECTION 2.55 EXTENDED 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 860.0 2.550 5.39 9.69 9.59 12000,0 1866.2 4439,8 5694.0 .00 8.66 11.10 7.36 .007122 295. 290. 270. 2.19 FEET 1370.0 TYPE= 1 TARGET= -00 10.97 1,29 215.5 399.9 773.7 .030 .030 .030 0 4 0 510.000 .00 .00 .0 .0 -000 4.30 .00 510.00 6.30 6.00 860.00 1370.00 LOW DISTRIBUTION FOR SECNO= STA= 360. S PER 5.0 AfiEA= 75.3 VEL= 7.9 DEPTH= 2.9 SECNO 2.590 280 CROSS SECTION 930. 1022, 1228, 1273. 1318. 10.6 140.2 9.1 3.2 37 .0 399.9 U,l 4 . 3 10.9 137. 4 9.5 3.4 117 ,4 8.6 2 . 9 6 1 4 3 3 9 4 ! 4 3 4 8 6 97 4 79 4 78 1 80 4 82 5 89 0 12 0 7 6 6 5 6 0 6 2 6 3 6 5 5 5 2 4 1 9 1 7 1 8 1 8 1 9 2 0 2.59 EXTENDED 470 ENCROACHMENT STATIONS= 2-690 6.26 10.66 12000.0 1408.3 2907.2 .01 3.87 13.50 .005003 195. 195. FLOW DISTRIBUTION FOR SECNO= 940.0 10.43 7584.0 8.30 195. 2 .69 3.66 FEET 1270.0 TYPE= 1 TARGET= .00 12.17 1.51 168.8 215.3 925.8 .030 .025 .030 3 8 0 10. 56 330.000 1.15 6.0 .000 .00 .05 1,9 4.40 330.00 6.00 6.0O 940,00 1270.00 TA- PER ABEA- VEL= DEPTH= 940. U ,7 158.8 8.9 4.5 976. 24, 215, 13. 5. 1012. 1059. 1107. 1154. 1202. 1250, 1270 . 16 5 14 5 U 9 10 0 8 1 2 9 209 5 194 8 172 0 156 4 137 2 55 7 9 5 8 9 8 3 7 7 7 1 5 3 4 5 4 1 3 7 3 3 2 9 2 8 26APR05 SECNO Q TIME SLOPE 11 :32:3I DEPTH QLOB VLOB XLOBL CHV= .200 CEHV= SECNO 2.620 CWSEL QCH VCH XLCH . 400 CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 470 ENCROACHMENT STATIONS= 2.620 6.75 11.25 12000,0 .0 12000.0 .01 .00 10.11 .002529 200. 186. LOW DISTRIBUTION FOR SECNO= STA= 903. 1092. PER Q= 100.0 AfiEA= 1186.5 VEL= 10.1 DEPTH- 6.4 908.0 9.89 .0 .00 176. 2.62 1092.0 TYPE- 1 TARGET= .00 12.34 1.59 .0 1186.6 -0 -COO .025 .000 3 U 0 11.25 134.000 .63 11.2 .000 .00 .03 16.20 2.9 100000.00 4-50 908.00 134.00 1092-00 PECIAL BRIDGE iB XK 1 .06 XKOR 1 .75 COFQ 3.00 RDLEN .00 BWC 165.00 SECNO 2.640 LASS A LOW FLOW 3420 BRIDGE W.S.= EGPRS EGLWC 12.99 13.00 11.00 BRIDGE VELOCITY- H3 QWEIR ,29 470 ENCROACHMENT STATIONS- 2.640 7.04 31.54 12000.0 -0 12000.0 .01 .00 9.68 .002195 96. 96. 0. 908.0 .00 .0 .00 96. QLOW 12000. BWP 5.50 10. 90 BAREA 1500. BAREA 1500.00 SS 1 .50 ELCHU 4 .50 ELCHD 4.50 CALCULATED CHANNEL AREA- 1101. ELLC ELTRD WEIRLN 12.70 13.00 0. TRAPEZOID AREA 1409. . 0 TYPE= .00 13.00 .0 1239.6 ,000 .025 0 0 TARGET= 1.46 .000 184 .000 .16 .00 15.20 33.9 3.4 100000.00 .000 4.50 908.00 .00 184.00 1092.00 26APR05 11:32:31 30 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV HL AROB VOL XNR WTN ICONT CORAfi OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST FLOW DISTBIBUTION FOB SECNO- STA= 903. 1092. PER Q= 100.0 AREA= 1239.5 VEL= 9 . 7 DEPTH- 6.7 CCHV- .100 CEHV= .300 14 90 NH CARD USED *SECNO 5.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2 . 64 CWSEL-11. 54 3470 ENCROACHMENT STATIONS= 5.000 12000.0 .02 .007636 9.24 847.6 6.55 83. 11.24 7860.7 14. 63 83. I. 0 II. 24 3291 .7 9.76 83. 349,0 TYPE= .00 13.87 129.4 537.2 .050 .037 0 11 TARGET= 2.63 337.7 .035 0 348.000 .31 16.0 .000 .00 1 ,35 6 00 3,7 5 00 2.00 88 51 1.79 270 30 FLOW DISTBIBUTION FOR SECNO= 5.00 STA= PER Q= AfiEA= VEL= DEPTH- 91 .3 9.0 4 .1 2.2 123. 6.7 118.8 4.2 200. 206. 253. 270. 65 5 5 1 2 1 13 9 1 4 537 2 73 7 31 5 199 5 28 1 14 5 7 8 7 8 11 3 5 9 8 7 5 2 5 2 4 2 1 6 1490 NH CARD USED *SECNO 10.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS-1.0 350.0 TYPE= 1 TARGET-349.0 0 10.000 10-37 12 .46 12,45 .00 14 .88 2.42 .30 , 02 13.96 12000.0 .0 10614,1 1385.9 .0 817 .5 183.8 16,9 3.9 10.43 .02 .00 12. 98 7. 64 .000 .039 .030 .000 2.09 129.03 .008262 38. 38. 38 . 0 8 0 .00 220.97 360.00 26APR05 11 :32 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO-10.00 CWSEL 12. 46 STA= 129 236 271 282. 350. PER Q-88.5 6.5 3 .1 2 0 AREA-17 .5 91 .1 36 .9 66 3 VEL= 13.0 8.6 10 .0 4 2 DEPTH-7.6 2.6 3 4 3 31 1490 NH CARD USED 'SECNO 20.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.63 3470 ENCROACHMENT STATIONS- 43.0 20.000 12.44 14.63 13.22 12000.0 304.5 8754 .5 2941 .0 .02 3.01 8.40 5.46 .003105 89. 88. 87. 525.0 TYPE= 1 TAfiGET= .00 16.45 .92 101 .2 1042.2 639.0 .030 ,041 .030 5 8 0 482.000 ,42 .15 19.6 4.5 .000 2.09 .00 432.32 13.40 12 .00 43.00 525 ,00 FLOW DISTRIBUTION FOR SECNO= 43. 20. 00 4 36. 525 . PER Q= 2 5 73 0 3 7 13 9 6 9 AREA= 101 2 1042 2 67 9 285 3 185 8 VEL= 3 0 8 4 6 5 5 8 4 5 DEPTH-6 8 8 3 6 3 0 2 1 1490 NH CARD USED 'SEGNO 30.000 3470 ENCROACHMENT STATIONS= 30.000 12000.0 .02 .001610 2 6APR05 SECNO Q TIME SLOPE 13. 17 1162.9 3,93 106, 15.27 7121.6 6.19 109. 11;32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 120.0 660.0 TYPE- 1 TARGET^ 13.52 .00 15.73 .46 3715.5 295.6 1151.2 895.6 4.15 .030 .042 .030 106. 2 12 0 CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBfi ITRIAL IDC ICONT 540.000 .24 .06 24.6 5.7 .000 2.10 .00 540.00 FLOW DISTRIBUTION FOB SECNO* 30-00 15.27 225. 59. 3 1151 .2 6.2 9.5 STA- 120. 161. 199. PER Q= 3.6 3.4 2-6 AREA- 113.2 104.7 77.7 VEL- 3.3 3.9 4.1 DEPTH- 2.7 2,8 2.9 1490 NH CARD USED 'SECNO 40.000 3255 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 189.0 40,000 13.49 16.49 13.16 12000.0 73.7 6828.3 6098.0 .03 2.20 5.91 3.99 .001335 116- 115. 116. FLOW DISTBIBUTION FOR SECNO- 40.00 346. 4 . 1 103.6 4.8 3.8 373. 13.7 348 .6 4.7 3.7 468. 9.0 277.0 3.9 2.8 HL VOL WTN CORAR 568. 4 . 1 165. 5 2.9 1. 8 OLOSS TWA ELMIN TOPWID 660. 855.0 TYPE^ .00 15.90 33.4 n55.3 .030 .041 2 9 STA= 189. PER Q- AREA- VEI.= DEPTH- 246- .6 66. 33.4 1155, 2.2 6. 364 . 9 4.1 3 114.( 9 4 .) . 6 9.1 .3 391 , 7.7 132.3 5.1 4.7 430. 13.! 362. 1 521 . 10.4 331 . 5 3.8 3,0 TARGET- . 41 1277.1 .030 0 632 . 4.7 198 .6 2 . 9 676.000 ,17 31.0 . 000 .00 .00 7,2 2.00 605.67 732 . 822. 2.1 1 . 3 !6. 6 1 . 8 1 . 0 14 90 NH CARD USED *SECNO 50.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 50.000 12000.0 .04 .001034 25APR05 SECNO 0 TIME SLOPE 13.73 174.4 1 . 97 132. DEPTH QLOB VLOB XLOBL 15.78 5270.0 5.34 142. CWSEL QCH VCH XLCH 204 .0 12.82 6555.6 3.47 144 . CRIWS QROB VROB XLOBR 8B6.0 TYPE- . 00 88.5 .030 2 16. 08 986.0 .040 14 TARGET^ .30 1887.4 .038 581 .000 .17 .01 39.9 9.3 .000 2.06 .00 639.75 WSELK ALOB XNL ITRIAL FLOW DISTRIBUTION FOR SECNO- 204 268. 365. EG ACH XNCH IDC 433. HV ABOB XNR ICONT HL VOL WTN COBAB OLOSS TWA ELMIN TOPWID 15,78 12.55 12.90 120.00 560.00 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 32 13 .83 13.00 189.00 322 .39 16.03 11.50 204.00 844.71 L-BANK ELEV R-BANK ELEV SSTA ENDST 33 507 . 701. 836. 845 , PER Q= 1 5 43 9 3 6 3 5 13 9 16 7 9 1 3 7 4 1 3 0 . 0 AREA = 83 5 986 0 90 8 74 5 269 7 381 5 4 03 3 183 8 234 5 246 2 3.0 VEL= 2 0 5 3 4 8 5 6 5 3 4 9 2 7 2 4 2 1 1 5 .8 DEPTH= I 4 10 2 5 3 6 8 6 1 5 5 5 0 4 3 3 4 1 8 .4 1490 NH CARD USED •SECNO 60.000 3265 DIVIDED FLOW 3280 CROSS SECTION 60.00 EXTENDED 8.85 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-18.80 ELREA= 60.000 12000.0 .05 .001295 13. 95 .0 .00 172. 15.95 6570.7 5.47 173. 13.76 6429.3 3.80 174 . .00 .0 .000 2 16.29 1013.9 -036 9 .34 1690.1 .035 0 7. 8C .20 61.2 .000 .00 .01 11.8 2.00 623.01 18.80 7.80 222.00 855.00 FLOW DISTRIBUTION FOR SECNO-50. OO 16.95 STA= 222. 370. PER Q- 4 6.4 AREA= 1018,9 VEL= 5.5 DEPTH= 7 . 4 1490 NH CARD USED 'SECNO 70.000 3265 DIVIDED FLOW 3280 CROSS SECTION 386. 6.5 127 . 9 6.1 8.3 172.2 6.9 7 . 5 408 . 18.5 591. 4 3.8 3.0 603. 8.2 225.1 4 .4 3.8 662. 7.6 383.0 2.4 3.5 773. 2. 190. 1, 2, 70.00 EXTENDED 3.55 FEET 25APR05 11 :32:31 PAGE 34 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBfi WSELK ALOB XNL ITfilAL EG ACH XNCH IDC HV AfiOB XNfi ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-18.50 ELREA- 70.000 12000.0 .07 .000695 14.25 .0 . 00 208 . 16. 35 2179.2 2.02 220. 11. 98 9820.8 3.43 220. ,00 .0 .000 2 16.51 1080.2 .083 18 .16 2865.9 .035 0 10,00 ,20 67,9 .000 .00 -02 15.2 2 ,10 741.58 18.50 10.00 238.69 983.78 FLOW DISTRIBUTION FOR SECNO= 70. 00 CWSEL-16. 35 STA= 2 39, PER Q= AREA- VEL- DEPTH- 275 . 1 . 6 H .2 2.3 2.3 16.6 996.0 2.0 12,4 184 .1 4.5 6.3 384 . 14.2 380 .8 4.5 6.3 444. 473. 532. 7.4 17.8 9.9 193.1 433.5 253.3 4.6 4.9 4.7 6.7 7,3 569, 596. 5.6 157. 9 4.2 6.8 5.i 7.2 392,6 2.2 4 .8 677, 3.4 266.8 1.5 2.8 773. 819. 861 3.1 3.9 188.0 208.4 2.0 2.2 4 .1 4 . 9 STA= 8 61. PER 0- 2.4 AREA- 207.5 VEL- 1.4 D£PTH= 1.7 1490 NH CARD USED •SECNO 80,000 3265 DIVIDED FLOW 3280 CROSS SECTION 1.00 EXTENDED .29 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 80.000 12000.0 .08 .000578 14.29 .0 .00 70. 16.39 1539.1 1 .68 76. 11.56 10310.9 3,52 75. .000 2 19.30 ELfiEA= 16.55 1003.5 .100 20 . 17 2925.1 .031 0 10.00 .06 74 .8 .000 .00 .00 16.5 2.10 702.41 19. 30 10.00 249.53 981.94 FLOW DISTRIBUTION FOR SECNO-80.00 15.39 2 5APR0 5 11 :32:31 PAGE SECNO 0 TIME SLOPE DEPTH OLOB VLOB XLOBL CWSEL CRIWS QCH QROB VCH VROB XLCH XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC .STA- 260. PER Q= 14 . AREA- 1003. VEL= 1, DEPTH= 11, 339. 4.5 144 . 8 3 . 7 5.6 356. 475, 17.6 U.l 541.5 309.9 3.9 4.3 4.9 6.9 14 90 NH CARD USED •SECNO 90,000 3265 DIVIDED FLOW 90.000 12000.0 .10 .000386 14 .46 .0 .00 220. 16.55 1917 .8 1 . 98 207. rLOW DISTBIBUTION FOR SECNO^ U ,74 10082.2 2.76 205. 90 .00 520 . 18. 480, 4 , 7, . 00 .0 .000 2 585. 12.4 344 ,4 4.3 6.9 16. 66 966.2 .070 18 HV ABOB XNfi ICONT 636. 5.1 159.0 3.9 5.9 .11 3661.9 .035 0 HL VOL WTN CORAR 662. 4.5 177,1 3.1 4 . 1 .10 94 .9 .000 .00 OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST 705. 5.9 227.4 3.1 4.2 759. 3. 248. 1, 2. 852. 3.0 293.0 1.2 2.3 980. 982, .0 .2 .2 .01 19.8 2.10 722.80 15.70 7.00 176.41 937.21 CWSEL-16.55 176. 260. 280, 482. 582 . 703. 750. 924 . 937. PER Q= 16 0 5 8 32 3 18 6 8 0 6-0 3 9 4 1 4 7 AREA-966 2 171 0 1152 0 555 2 295 6 399.8 261 0 293 0 415 1 VEL= 2 0 4 1 3 4 3 4 3 2 1 .8 1 8 1 7 1 4 DEPTHS 11 5 8 6 6 7 5 6 5 1 5.6 5 5 5 1 3 6 1490 NH CARD USED •SECNO 100.000 3265 DIVIDED FLOW 100.000 12000.0 .11 .000537 14 .30 537.8 2. 50 126. 16. 50 2146.5 2.51 118 . 32.38 9315.7 2 .69 115. .00 215.3 .030 16.71 853 .7 .070 18 .11 3463.3 , 040 0 .05 107.1 .000 .00 .00 21,8 2.30 770,83 .1 18.2 1 .4 13. 00 10. 00 13 .61 336.44 FLOW DISTBIBUTION FOB SECNO-16.50 26APR05 SECNO Q TIME SLOPE 11:32:31 PAGE 36 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITfilAL IDC HV AROB XNfi ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST ; TA- PER Q= AREA'^ VEL = DEPTH- 14 . 4 .1 197 ,4 2.5 3.1 32. 149. 165. 284. .4 17.9 3.6 13.4 9.1 17.9 863.7 105.8 443,9 271.0 2.7 2.5 4.0 3.6 4.0 3.5 12.7 6.6 3.7 6.6 325. 387, • 13.8 13.2 409,8 702.6 4.0 2.3 6.6 6.1 S02. 582. 6.1 9.2 382,8 620.3 1 . 9 4 . 8 2.1 5.5 722. 777. 3.9 3.3 235,1 226.0 2.0 1.7 5.1 4.1 ;TA= 777. 836. PER Q= 2.0 AREA- 166.0 VEL- 1.4 DEPTH^ 2.3 1490 NH CARD USED 'SECNO 110.000 no.000 12000,0 .12 .000465 14.47 352 .6 2. 35 118. 15. 67 2119.4 2. 36 114 . 11 .77 9518.1 2. 54 114 . , 00 154 .1 .034 1 16.77 899.1 ,070 18 .10 3744.0 .043 0 FLOW DISTRIBUTION FOR SEGNO-110.00 ;TA- PEfi Q- AfiEA- VEL- DEPTH- 3.0 154 . I 2.4 3.7 47. 17.7 899. 1 2.4 12.4 120 . 20.0 533. 2 3.8 5.7 215. 10.0 301,0 4.0 7.2 CWSEL- 257. 280. 3.5 175.3 2.4 7.7 15. 67 6.2 306. 6 2.4 7.7 320 . 9.8 501 . 6 2 . 3 7.2 .06 119.3 .000 .00 390 . 5.6 300.0 2.2 6.7 . 00 23.9 2.20 781.72 12.10 10.00 5. 66 787.38 4 35 . 9.3 499. 9 2.2 6.7 510 , 5.5 314 , 5 2.1 5.2 561 . 4.4 278. 9 1 .9 5.2 615. 3.7 302 .1 1 . 5 3.6 700. ;TA- 700. 787. PEfi Q- 1.3 AREA= 12 9.9 VEL= 1.2 DEPTH= 1.5 1490 NH CARD USED •SECNO 120.000 120.000 12000.0 .14 .000589 14 .45 209. 6 2.05 183. 15.75 1932.1 2.49 180. 12.37 9868.3 2.81 171, ,00 102 .3 .038 1 16.87 776.8 .070 18 ,12 3504 . 9 .042 0 .09 137,6 .000 .00 .01 26.8 2.30 722.08 11 .80 10.00 24 . 99 747,07 2 6APB06 11 :32:3i PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITfilAL IDC ICONT CORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO= 120.00 CWSEL^ 16.75 STA= 25, 60. 130. 181. 240 . 315 . 385, 417. 443. 482. 520. 541. PER Q= 1 7 16 1 7 3 8 4 10 7 10 0 3 9 3 3 5 0 8 3 4 1 3 7 AREA-102 3 776 8 344 6 398 7 506 8 473 0 196 5 164 7 248 1 239 9 124 5 115 1 VEL= 2 0 2 6 2 5 2 5 2 5 2 5 2 4 2 4 2 4 4 1 4 0 3 8 DEPTH= 2 9 11 1 6 8 6 8 6 8 6 8 6 2 6 2 6 4 6 4 6 0 5 6 STA= 561 . 580. 603. 527, 671. 719. 747. PER Q= 3 0 3 3 3 3 3 6 3 5 9 AREA= 101 0 112 2 115 0 166 3 158 4 61 2 VEL= 3 5 3 5 3 4 2 8 2 7 2 0 DEPTH= 5 2 5 0 4 8 3 5 3 3 1 8 561 14 90 NH CARD USED •SECNO 130.000 130.000 14.54 16.81 12.57 .00 16.92 ,11 12000.0 139.9 2373,0 9437.1 119.1 893.7 3610.5 -15 1.60 2.66 2.69 .030 .050 .034 .000340 135. 130. 127, 0 34 0 .06 150. 5 .000 .00 .00 29.1 2.27 791.36 14 .00 11.36 25. 36 817.72 FLOW DISTBIBUTION FOB SECNO-130 .00 CWSEL-16.81 STA-26. 81 -159. 185. 216 . 233. 257. 286. 327 . 356. 372. 406. PER Q= 1 6 19 8 3 3 4 5 3 3 3 3 3 2 4 4 3 6 3 4 6 5 3 7 AREA-119 1 893 7 142 9 180 4 118 3 185 7 194 9 274 7 204 5 120 1 233 7 135 5 VEL-1 6 2 7 2 8 3 0 3 3 2 1 2 0 1 9 2 1 3 4 3 3 3 3 DEPTH= 2 2 11 5 6 4 6 0 6 9 7 5 6 9 5 6 7 3 7 2 5 9 6 7 STA-426. 447. 474. 499, 529. 552. 589. 613. 642. 671. 700 . 733 . PER Q-3 5 3 6 3 2 3 9 4 2 3 9 3 3 3 9 3 3 3 4 3 0 3 AREA-134 0 150 6 135 1 165 9 377 6 158 1 135 2 154 5 144 5 150 8 152 0 60 4 VEL-3 I 2 9 2 8 2 8 2 8 3 0 2 9 2 9 2 7 2 7 2 4 8 DEPTH-6 4 5 6 5 4 5 5 5 4 5 9 5 8 5 5 5 1 5 1 4 0 6 426. 14 90 NH CARD USED •SECNO 140,000 140.000 10.81 16.91 12.54 .00 17.00 .09 12000.0 90.5 8212.0 3697.6 92.9 3469.7 1482.6 .18 .97 2.37 2.49 .049 ,032 .030 .000228 280. 274, 250. 2 12 0 .07 179.4 .000 .00 -00 34 .0 6.10 872.11 11.10 9-63 65.45 927,55 26APB05 11 :32:31 38 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNfi WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAfi TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST FLOW DISTRIBUTION FOR SECNO-140 .00 15. 91 S TA- PER Q- AREA= VEL= DEPTH= 55. 92.9 I.O 2-4 95- 8 , 539, 1 , 154 . 59, 2929, 2 . 5. 1490 NH CARD USED 'SECNO 150.000 150.000 10.25 16.94 12000.0 454.9 8880.8 .20 2.26 2.46 .000285 134. 146. 650. 3.2 133 .4 2.8 7.2 12 .77 2664.3 2 .71 90 . 569. 184 2 5 . 00 201. 5 .030 0 696. 3,0 137.1 2.7 6.7 17.03 3515.2 .031 11 716. 4 . 3 194 . 6 2.7 6,7 .10 981 . 8 .030 0 745. 782. 5.2 237.6 2.6 6.5 .03 194 .2 .000 .00 6.7 272 .2 2.5 6.2 326. 3.2 167. 6 2.3 5.3 .00 36.8 5. 69 942.30 868. 2.0 151 .1 1 . 5 2.2 13.99 9.91 15.11 957.42 FLOW DISTRIBUTION FOR SECNO= 150.00 STA= PER Q= AREA- VEL= DEPTH- 15. 3.1 154 .7 2.4 4 . 3 51. ,7 46.9 1.8 3.1 55. 74 .0 3616.2 2.5 5.2 763. 3.2 125.7 3.1 7.0 781 6.8 258. 5 3.0 6.9 820- 4.0 165.0 2.9 6. 5 84 6. 193. 5 2.7 6.9 378 , 3.3 176, 6 2.2 4.3 957. SECNO 150.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 160.000 12000.0 .22 .000141 10.74 739.1 1 . 67 161. 17.01 9535.7 1.95 147. FLOW DISTRIBUTION FOfi SECNO- 12 .25 1525.2 1.77 95. 160.00 . 00 442.5 .030 2 17 ,07 4932.8 .030 14 .06 916.0 .030 0 .03 211.9 .000 .00 STA= PER Q= AREA- VEL= DEPTH= 28. 3.9 293. 6 1. 6 4.2 2.2 148. 3 1 .8 5.3 126. 938. 80.3 4932.8 2.0 6.1 4.8 273.2 2.1 CWSEL= 979. 1014. 3.6 217. 4 2.0 6.1 17 .01 1066. 1135. 3.2 235. 9 1.6 4.6 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL 'SECNO 170.000 3265 DIVIDED FLOW 170.000 10.81 12000.0 2066.8 .24 2.70 .000283 251, CWSEL QCH VCH XLCH 17. 03 8389.5 2.16 203. CBIWS QfiOB VROB XLOBB 12 . 93 1543,6 2 .06 215. WSELK ALOB XNL ITRIAL . 00 766 .5 ,030 2 EG ACH XNCH IDC 17.11 3883.3 . 030 14 2,0 189.6 1.3 2.7 HV ABOB XNR ICONT 749.1 .030 0 HL VOL WTN CORAfi .04 240 .0 .000 .00 FLOW DISTRIBUTION FOR SECNO-170.00 3TA- PER Q.- ABEA- VEL- DEPTH- 34 . 5.2 300. 6 2 .1 1 ,1 316. 365. 8.5 338.3 381 . 3.5 59.9 127.5 3383.3 3.0 5.9 3.3 2.2 4.2 CWSEL= 1308. 1339. 3.7 169.2 2.6 5.5 17.03 1431. 1522, 6.3 361.3 2.3 3.9 1490 NH CARD USED -SECNO 180.000 3265 DIVIDED FLOW 180.000 12000.0 .26 .000260 11-00 1288.2 1 .28 145. 17.09 10341.9 2.17 145. "LOW DISTRIBUTION FOfi SECNO- 378. 485 . 13 . 27 369.9 1.12 100. 180.00 529. . 00 1010.0 .041 2 17.15 4767.0 . 031 18 2 . 9 218.6 2 . 4 . 07 331 .2 .030 0 .04 258 . 6 .000 .00 1515 . 1732. PER Q- AREA- VEL= DEPTH- 5.9 451.6 1 . 5 2.0 3.5 392.0 1 . 1 3 . 5 1.3 166. 4 1.0 3.8 86.2 4757.0 2,2 3.1 327-8 I . 1 1 . 5 17,09 3.4 .6 .5 1490 NH CARD USED •SECNO 190.000 26APR05 13:32:33 SECNO DEPTH Q QT.OR TIME VLOB SLOPE XLOBL CWSEL QCH VCH XLCH CRIWS QfiOB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOI. WTN CORAR .5 52 . 4 1. 3 1 .4 .00 40.0 5.27 1106.67 OLOSS TWA ELMIN TOPWID . 01 46.3 5.22 1306.87 .00 50.4 6.09 1546.34 OLOSS TWA ELMIN TOPWID 11 .23 10.00 28.47 1135.14 39 L-BANK ELEV B-BANK ELEV SSTA ENDST 8.51 10.39 33.82 1522.34 12.81 12.70 154.65 1738.39 40 L-BANK ELEV fi-BANK ELEV SSTA ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 190.000 12000.0 .28 .000811 10.68 1853.2 2.20 130. 17.08 1979.0 3. 62 130. 15-10 8157.8 3.11 130. .00 845.3 .048 2 17.23 546.7 .048 14 .15 2627.1 .030 0 .57 .06 273.7 .000 .00 .02 54 .6 6.40 14 .10 12 .00 359.85 1221.66 1601.85 FLOW DISTRIBUTION FOR SECNO= 190.00 CWSEL= 17.1 STA- 350. 450. 498. 566. PER Q= 6.2 3.4 3.5 AREA- 211.7 213.1 255.5 VEL- 3.5 1.9 1.7 DEPTH= 2.4 4.4 3.8 613. 2.3 15.5 165.8 546.7 1.6 3.6 3.5 8.6 STA- PEB Q= ABEA= VEL= DEPTH= 951 . 1023. 1113. 1257. 3.1 147,7 2,6 2,3 6.9 253.1 2.8 2.8 5-6 293.0 2.3 2.0 676. 703. 743. 778. 796. 3.0 5.1 6.1 3.4 14.2 103.9 167.1 176,1 94.6 423,7 3.5 3.6 4.1 4.3 4.0 3.9 4.1 5.0 5.3 4.8 1369. 1450. 1606. 1602. 3.0 184 .5 2.0 1.7 3.7 179.3 2.5 2.2 4.3 172, 0 3.0 3.1 2.5 147.4 2.0 1 .5 !. 917. 961, 4,4 3.8 142.0 142.6 3.7 3.2 4.3 3.3 'SECNO 200.000 3265 DIVIDED FLOW 200.000 12000.0 .29 .000421 10.43 4260.2 2. 65 150. 17.22 1495.1 2.65 150. 14.42 6244.7 2.47 162. . 00 1507.4 .030 2 17 .33 564 .0 .045 14 .10 2526.8 .030 0 ,09 .00 289.5 69.1 .000 6.79 .00 1329.00 13.70 11.04 314.43 1653.04 FLOW DISTRIBUTION FOfi SECNO- 200.00 CWSEL- 17.22 26APR05 11:32:31 PAGE 41 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST STA- 314. 401. PER Q- 3.3 2 6.6 AREA- 200.9 1129,5 VEL= 2.0 2.8 DEPTH- 2.3 4.6 5- 721. 790. 813. 899. 934. 5.5 12.5 3.7 10.5 3.4 5.5 276.9 564.0 134.7 429.8 150.4 253.9 2.4 2.7 3.3 3.0 2.7 2.6 3.5 8.2 5.9 5.0 4.4 4.1 STA- 1562. 1623. 1553. PER Q= 3.0 .6 AREA- 176.0 47.9 VEL- 2.1 1.5 DEPTH- 2.9 1.6 995. 1108. 1176. 1344. 1662, 16.2 3.2 3.7 3.0 691.5 182.0 286.8 273-8 3.1 2.1 1,6 1.3 5.3 2.6 1.7 1.3 'SECNO 210.000 210.000 10.01 17,29 14.75 .00 17.44 .16 12000.0 5162.8 1787. 9 504 9.3 1447,4 735. I 17U.0 .31 3.57 2.43 2.95 .030 .045 .030 .000710 168. 177. 199. 2 14 0 .10 ,02 307,7 64.7 .000 7,28 -00 1267,21 16.73 16. 85 331.65 1598.76 FLOW DISTRIBUTION FOR SECNO-17.29 332. 417. 547. 633. 675. 717. 874 . 1030. 1091. 1192. 1237 . 1320. 1434, PER Q-3 7 21 9 13 6 3 3 .5 14 9 3 5 5 1 16 3 6 3 6 9 3 1 AREA-176 7 570 6 424 1 136 6 39.4 735 1 220 6 207 3 505 5 207 6 278 9 186 2 VEL-2 5 3 9 3 8 2 9 1 ,4 2 4 1 9 3 0 3 9 3 7 3 0 2 0 DEPTH-2 1 5 I 5 0 3 2 . 9 4 7 I 4 3 4 5 0 4 6 3 3 1 6 STA- 1434. 1599. PEfi Q= .9 AREA= 106.1 VEL= 1 . 0 DEPTH- ,5 'SECNO 220 .000 3256 DIVIDED FLOW 220.000 9.36 17.41 12000.0 5684.5 1609.8 14 .30 4705.5 .00 1656.2 17,55 558 . 4 .16 1610.9 .12 323 .7 .00 69.6 13.48 18 .00 .33 .000635 26APR05 SECNO Q TIME SLOPE 3.43 170. II :32:31 2.88 181 . DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 2. 92 190. CRIWS QROB VROB XLOBR .030 1 WSELK ALOB XNL ITRIAL .045 13 EG ACH XNCH IDC .030 0 HV AROB XNR ICONT . 000 .00 HL VOL WTN CORAR 8.05 307.07 1082.16 1414.05 OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST FLOW DISTRIBUTION FOfi SECNO-220.00 TA= PER Q- AREA- VEL = DEPTH- 307 . 4 . 1 226.1 2.2 1. 8 TA= 13 52. PER Q- .3 ABEA= 31,2 VEL= 1.0 DEPTH= .6 SECNO 230.000 3265 DIVIDED FLOW 434. 39.6 1252.5 3.8 5.3 1414 , 671, 3,0 143. 9 2.6 2.1 739, .7 33.5 2.5 2.8 CWSEL- 751 . E 13.4 558 .4 2.9 6.6 17,41 4.9 270 .5 2.2 1. 9 982. 1036. 4 .1 177 .2 2.8 3,3 1080. 1148. 1209. 3.1 139.4 2.7 3.1 9.9 329. 4 3.6 4.9 10.0 320.4 3.3 5.2 3.7 145.1 3.1 3.8 1247. 1362, 3.2 197. 6 1. 9 1.7 230.000 12000.0 .34 .001248 9.23 6400-6 4 .71 160. 17.47 2402.2 3. 92 164. 15.81 3197.3 3.00 167. .00 1358.8 .030 2 17,74 613.4 . 046 16 -27 1064.2 .030 .14 .03 336.6 73.7 .000 8.19 ,00 1075.11 13.53 15.76 319.30 1449.36 LOW DISTRIBUTION FOR SECNO=^ 230.00 TA-= PER Q= AREA- VEL- DEPTH- 319. 3.6 159.2 2.7 1 . 5 427. 26.0 593.1 5.3 5.2 541. 16, 371 , 5. 6. 611 . 4.2 105.5 4.8 4.5 CWSEL= 634 . 2.9 129.3 2.7 1. 5 17,47 721. 20.0 533.4 3.9 6.2 819. iECNO 240.000 265 DIVIDED FLOW 240.000 12000.0 . 35 .002469 25APR06 SECNO Q TIME SLOPE 2745.5 4 .28 178. 17.71 4683.8 6.88 185. 15.79 4569.5 4 .28 195. .00 542.1 .030 2 18 .09 796.8 .045 9 11 : 32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBfi ITRIAL IDC 171 .0 2.8 I . 8 .38 1068.5 .030 0 HV AROB XNR ICONT 914 . 4.0 140.1 3.4 2.7 965. 1089. 3.7 183.6 2.4 I . 5 1233. 1308. 1449. 9.8 4.9 .4 358.3 184.0 27.2 3.3 3.2 1,6 2,5 2.4 .2 .32 .03 348.6 78.3 .000 3.82 ,00 1042.42 HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID 14 .00 14 . 60 324.19 1437.30 L-BANK ELEV R-BANK ELEV SSTA ENDST 43 LOW DISTBIBUTION FOR SECNO- STA- PER Q= AREA- VEL- DEPTH^ 324 . 4 . 3 142 . 9 3,6 1 . 5 422. 519, 559 . 670. 784. 8 4 5 0 3 1 2 I 39 0 229 8 158 6 68 1 42 7 795 8 4 4 3 3 5 5 5 8 5 9 2 4 1 3 3 4 3 6 7 0 832. 6.5 13.8 149.6 330.1 5.2 5.0 3.1 2.9 945. 1004. 6.2 141.6 1437, SECNO 250.000 265 DIVIDED FLOW 250.000 12000 .0 . 35 .004661 9.05 3353.6 5,81 119. 17 .87 4640.2 7 .98 112 . LOW DISTBIBUTION FOR SECNO- TA- 291. 394 - 504. 17 .56 4006.2 6.64 117. 260.00 618, .00 577 . 1 .030 2 18 .65 581. 5 .045 6 . 69 723.4 .030 0 .38 354 . 3 .000 .00 2.4 .09 80. 3 8.82 793.95 3.3 124 .9 3.1 1 .3 7 . 5 242.6 3.8 1 .0 1.5 79. 9 2.4 12.75 14 .94 290.87 1303.86 CWSEL- 17,87 534. 653. 667. 332, PER Q= AREA= VEL- DEPTH- 3.7 110.3 4.0 1 . 1 6.3 163 .9 4 .5 1 .5 5.0 108.2 5.5 3.1 49.7 7.4 3.2 4,7 70.6 8.0 3.7 4,4 69,6 38.7 581 . 6 8.0 6,9 3.4 56.2 7.2 3,1 5.3 90 .8 7.0 3.0 3.4 18. 3 5.9 2.3 3-1 77 .0 4 . 9 I -7 875- PER Q= ABEA= VEL= DEPTH= 912. 3,7 78.1 5.7 2.2 999. 7-3 165.6 5.3 1 . 9 1065. 5.0 120.1 5.0 1,8 1304 , 2.1 67. 3 3.7 . 3 'SECNO 260.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 26APR05 11:32:31 PAGE 44 SECNO Q TIME SLOPE DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAB OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST 260.000 12000.0 .35 .005716 9.06 2849.7 6.76 93. 18 .60 5394.0 10.59 95. 18.50 3756.3 7,80 . 00 421.5 .030 19-85 609.6 .046 5 1.25 481 .5 .030 0 .53 367 . 9 .000 .00 .17 82.3 9-54 674.68 13.28 13. 98 394.17 1136.89 FLOW DISTRIBUTION FOR SECNO= 260.00 CWSEL-18. 60 STA= 394. 606. 639. 659. PER Q= 7-4 4.8 5.9 5.6 AREA- 210.9 78.4 73.5 58.7 VEL= 4,2 7.3 9.6 11.6 DEPTH= 1.0 2.4 3.6 4.8 671. 734. 766, 803. 834. 1090. 45.0 10.2 10.2 3.2 4.1 3. 509.5 122.2 131.1 69.7 98.0 52. 10.6 10.0 9.4 6.5 5.0 6. 8.0 3.9 3.5 2.0 .4 2. 1114 . 1137, .6 17,7 3-8 1490 NH CABD USED •SECNO 270,000 3470 ENCROACHMENT STATIONS- 1.0 270.000 10.31 19.60 19.07 12000.0 936.6 6486.2 4577.2 .35 3.87 8.13 5.55 .004880 76. 81. 84. 1138.8 TYPE= 1 TARGET- .00 20.36 .75 242.3 797.5 825.0 .030 .046 .035 4 8 0 1137,800 .45 ,05 361.0 83.4 .000 9.29 .00 680.99 18.28 15.85 414.64 1095.52 FLOW DISTRIBUTION FOB SECNO-270.00 CWSEL= 19. 50 STA- 415. 520. PEfi Q- 4.0 3.8 AREA- 121.0 121.4 VEL= 3.9 3.8 DEPTH- 1.1 1.1 626. 745. 760. 775. 835. 873. 54.1 3.4 3.0 3.9 3.5 4.1 797.5 51.2 48.6 109.0 90.9 127.2 8.1 7.9 7-5 4.3 4.6 3.9 6.7 3.5 3.2 1.8 2.4 1.8 943. 979. 4 . 9 107,3 5.4 3.0 3.6 70.8 5.1 3.6 3.9 62.2 7,4 3.2 3-5 61 ,0 6,8 2,8 STA- 1040, 1076, 1096. PEB Q- 3.9 .5 AREA- 78.9 17.9 VEL= 6.0 3.5 DEPTH- 2.3 -9 1490 NH CABD USED 'SECNO 280.000 26APR05 11 ;32;31 45 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV ABOB XNB ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST 3280 CROSS SECTION 280.00 EXTENDED .03 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WABNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.30 470 ENCROACHMENT STATIONS- 1.0 280.000 10.95 20.25 16,93 12000.0 14 97.2 3577.3 592 5.6 ,36 2.79 3.96 4,19 .000926 51. 51. 51. 1108.4 TYPE- 1 TARGET- .00 20.50 .25 537.1 903,2 1651.1 .030 .045 .033 2 15 0 1 107, 400 .09 .05 16,73 363.9 84.2 15,79 .000 9.30 406.42 .00 701.98 1108.40 FLOW DISTRIBUTION FOR SECNO= TA- PER Q= AREA- VEL- DEPTH- 406. 6.2 290. 9 2.6 2.1 647. 6.3 245.2 3,1 2.9 632. 29.8 903 .2 4.0 7,9 TA= 1025. PER Q= 7. AREA- 156. VEL= 5. DEPTH- 3. 1080, 1087, 745. 3.9 126.1 3.7 3.8 1108. CWSEL= 779. 3.3 156.5 2.4 2.5 20.25 845. 5.0 161.2 3.7 6.0 872. 7.4 213. 4 4.2 7.0 903. 8,5 264 . 6 3.9 5.3 945. 6.3 193.3 3.9 6.4 975, 4,7 130.7 4.3 7.5 992, 1001. 1025. 3.5 3.0 71.7 96.0 5.9 3.8 7.8 4.1 4.0 10.0 6.4 490 NH CARD USED SECNO 290.000 266 DIVIDED FLOW 470 ENCROACHMENT STATIONS- 290.000 12000.0 .39 .000815 26APR05 SECNO Q TIME SLOPE 10.98 3493.7 3-58 335. 20.58 2612.6 3, 58 330. II : 32; 31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 1,0 863.3 TYPE- 18.25 .00 20.79 6893.3 977,2 710.2 3.69 .030 .046 326. 2 14 CRIWS WSELK EG QfiOB ALOB ACH VBOB XNL XNCH XLOBfi ITRIAL IDC TABGET- .21 1595.9 .028 0 HV ABOB XNB ICONT 852,300 .29 .00 i38.0 90.0 .000 9.60 .00 825.54 HL VOL WTN CORAfi OLOSS TWA ELMIN TOPWID 17-70 14 .64 15.14 848.44 L-BANK ELEV R-BANK ELEV SSTA ENDST 45 FLOW DISTRIBUTION FOR SECNO- RTA-16. 82 . UO. 150. 175. 204 . 230. 264 277. 358-389. 419, 1 PEB Q= 3 8 3 6 5 6 4 1 4 5 3 5 3 1 9 21, 8 4 7 5 8 7 2 AREA-150 7 117 0 176 5 122 5 137 1 UO 7 114 7 37 8 710.2 122 5 161 0 208 2 ' VEL-2 9 3 7 3 8 4 0 4 0 3 8 3 2 2 8 3 . 7 4 6 4 4 4 1 DEPTH-2 4 4 2 4 4 4 8 4 7 4 4 3 4 2 3 7.8 5 9 5 4 6 0 |;TA= 4 60 . 517 . 54 9. 572. 609. 655, 757. 339 848, PER 0= 7 4 4 1 3 0 3 9 3 2 3 8 3 7 2 2 1 ABEA-239 5 133 3 98 3 339 0 143 9 196 5 316 9 37 7 VEL-3 7 3 7 3 7 3 4 2 7 2 3 3 8 5 9 DEPTH-4 2 4 2 4 2 3 7 2 6 2 1 1 4 3 9 450, SECNO 300.000 'J265 DIVIDED FLOW 302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 300.000 12000.0 .41 .002790 10.44 1472.8 4.56 383. 20.39 4319.2 G. 39 387 . LOW DISTRIBUTION FOR SECNO- 19.73 6208,0 5.70 391 . 300 .00 .00 322.8 .030 2 21.42 675. 3 ,045 9 .53 1089.2 .030 ,64 .53 431.9 .000 .00 .10 96.6 10.45 656.75 19.20 15.80 22 . 43 737.83 STA-22, 71 94 129 132 . 275. 305 325, 366 394 420. 4 64 . PER Q-3 3 3 8 3 5 1 6 36 0 8.0 4 . 9 8 5 4 5 3 9 6 4 4 5 AREA = 54 2 78 0 86 7 63 8 675 8 132 ,0 85,1 159 6 93 0 82 3 137 5 IOO 4 VEL-4 3 5 8 4 9 3 1 6 4 7,3 6.9 6 4 5 9 5 7 6 6 5 4 DEPTH= 1 9 3 3 2 6 1 2 7 1 4.6 4 , 3 3 8 3 3 3 2 3 I 3 0 STA = 4 98 . 533 555 570 738 . PEB Q-4 8 3 1 3 0 0 AREA-105 7 78 6 113 5 1 5 VEL-5 5 4 8 3 2 8 DEPTH= 3 0 2 5 1 1 0 498, SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV ABOB XNR ICONT HL VOL WTN COBAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 'SECNO 310.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.: 310.000 12000.0 .43 .000821 10.19 2617.8 3.11 364 . 21.72 1861.5 4.13 353 . 19.37 7520.7 3. 99 364 , .00 842 .6 .030 2 21. 95 450.5 -045 14 .23 1885.8 ,030 0 .50 433.7 -000 .00 .03 102.6 11.53 793.21 15.12 14 .94 46. 97 840.18 FLOW DISTRIBUTION FOR SECNO= 310.00 CWSEL-21,72 STA-47. 121 . 170. 264 . 303 . 326. 344 . 392. 407. 422 . 447 4 53 . PER 0= 3 2 3 3 3 7 4 2 3 4 4 1 15 5 3 9 3 7 5 8 3 2 6 2 ABEA-156 9 136 5 192 8 147 1 103 7 105 3 450 5 94 9 93 5 149 0 85 6 168 6 VEL-2 4 2 9 2 3 3 4 3 9 4 6 4 1 4 9 4 7 4 7 4 5 4 4 DEPTH= 2 1 2 8 2 0 3 7 4 6 5 9 9 3 6 5 6 1 5 9 5 6 5 4 STA-494 . 616. 543 . 586. 620. 654 . 579. 708, 747. 826. 840 PER Q-4 2 6 0 5 5 6 4 6 3 3 4 3 0 3 1 3 0 0 AREA-117 5 168 8 186 8 161 9 159 7 108 1 106 7 121 6 166 7 6 3 VEL-4 3 4 3 4 2 4 0 4 0 3 8 3 4 3 0 2 3 9 DEPTH-6 3 5 3 5 0 4 7 4 7 4 3 3 7 3 1 2 0 4 494, 'SECNO 320 ,000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WABNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .36 320.000 12000.0 .44 .006351 9.29 87 .0 1 . 97 342. 21 .82 6246.7 8.45 339. 21-50 5666,2 7 .05 342. .00 44.2 .030 3 22 .77 739.5 .046 10 , 94 803, 5 .030 -61 452.3 .000 .00 .21 108.2 12-53 645.14 20-53 19.66 39. 68 837 ,37 FLOW DISTRIBUTION FOR SECNO-320.00 21 .82 2 6APR05 11:32 :31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV ABOB XNB ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST STA- PEfi Q= AREA- VEL= DEPTH- 40. 344 . .7 52.1 44.2 739.5 2.0 8,4 .1 5.8 515, 3.4 73.0 5.7 1,7 •SECNO 330-000 3301 HV CHANGED MORE THAN HVINS 544 . 3.3 10.2 51.5 146.1 6.5 8.4 2.1 3.0 592 , 4.2 57 .2 609. 633. 5.5 77.1 8.5 3.2 660. 690, 766. 806. 837. 4.7 4.0 7,2 3.6 1,0 72.5 69.7 143.8 72.7 29.9 7.8 6.9 5.0 5,9 4.1 2.8 2.3 1.9 1.8 .9 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 330.000 12000.0 .001506 10.12 4375.9 4 .50 258. 23.24 2901.5 5.15 267 . 21. 57 4722. 6 4 . 65 268 . .00 971 .9 .030 2 23.59 563-1 .045 .35 1016.1 .030 0 ,76 4 55 .1 .000 . 00 .06 112.3 13.12 665.12 20.15 18 .27 10. 52 675.74 FLOW DISTBIBUTION FOR SECNO-330. 00 STA= 11 . 78. lU. 136. PER Q= 4.8 4.8 3.5 4.2 AfiEA- 155.9 121.9 92.4 109.3 VEL- 3.7 4.8 4.7 4.5 CWSEL- 168 . 3.9 104.1 4.5 193 . 4.9 125.7 4 . 5 234. 266. 294. 5.2 4.0 1.1 126.9 101.6 33.1 4.9 4.7 4.1 305. 376. 394. 24-2 3.5 4.4 563.1 79.2 99.3 5.2 6-4 5.3 417. DEPTH= STA = PER Q- AREA- VEL- DEPTH= 417 , 3.2 75.2 5.1 4.1 3.7 4 35. 7.4 186.1 4 . 8 3.8 6.9 18 ,7 4.4 3.3 3.7 74. 1 5,0 5.3 •SECNO 340.000 340.000 12000.0 .47 .001897 26APR05 10.28 4156.5 5.00 296. 23.68 2886.5 5.75 292. 22 .11 4957.0 6.40 287 . 3.4 555. 5.1 165, 5 3.7 2.6 . 00 830 .7 .030 2 3.6 620. 3.0 85.0 4.3 3.1 24.12 501. 4 .045 9 U:32:31 SECNO 0 TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC 3.9 648. 2-1 62, 8 4 . 0 2.2 .45 913-7 .030 0 HV AROB XNR ICONT 3.5 3.0 7.9 4.6 676. .51 481.1 .000 .00 HL VOL WTN CORAfi .03 116.3 13.40 662.69 OLOSS TWA ELMIN TOPWID 19.83 17.34 37.71 590.40 L~BANK ELEV fi-BANK ELEV SSTA ENDST PAGE 49 FLOW DISTRIBUTION FOfi SECNO-340.00 23. 58 IsTA- 38. 78. 108 147. 175 196 233. 267. 278. 339 356 373. 1 PEB Q= 4 0 5 1 6.9 4 0 3 2 5 6 5. 2 1.7 24 1 5.6 4 6 5 1 " ABEA- 107 6 116 1 140.8 95 2 76 1 133 2 122. 6 39,2 501 4 97.7 85 5 106 3 VEL- 4 5 5 3 5.0 5 0 6 0 5 1 5. 1 5.1 5 8 6.9 6 4 5 7 DEPTH- 2 7 3 3 3.5 3 5 3 5 3 6 3. 6 3.6 8 2 6.7 5 1 4 3 IsTA- 398. 419. 4 52 472. 495 629 576. 690. 1 PER Q= 4 I 6 5 3.9 4 0 3 8 3 5 4 AREA^ 38 0 1 38 0 83.6 89 8 100 9 109 9 18. 9 VEL- 5 5 5 6 5,5 5 3 4 5 3 8 2. 8 • DEPTH= 4 1 4 2 4 . 1 3 9 3 0 2 3 I. 3 I'SECNO 350,000 350.000 9 55 24.11 23.15 00 24 .78 . 67 .59 07 19. 82 12000.0 2835.0 4674.1 4489,9 524 .1 673. 5 652.5 4 92.3 119.2 19.39 _ . 48 5 41 5. 94 6.83 .030 045 .030 ,000 14 56 83.56 1 .003398 223. 235. 252. 1 10 0 .00 507 37 590.92 FLOW DISTRIBUTION FOR SECNO-350.00 CWSEL= 24. 1 • STA- 84. 130. 153 190. 254 284 309. 406. 428. 442 485 521. 1 PER Q= 4 8 3 6 3.5 3 1 3 2 5 3 39. 0 6.3 3 7 10.0 7 4 4 4 1 AREA- 108 2 77 2 7 9.7 94 3 72 9 91 9 673. 5 95.2 58 1 157.6 131 2 80 6 VEL- 5 3 5 7 5.3 4 0 5 2 7 0 5. 9 7.8 7 5 7.1 6 8 6 5 DEPTH- 2 3 2 3 2.5 1 5 2 4 3 7 6 9 4 .6 4 3 3.9 3 5 3 4 398. 545. STA= 545. 573. 591. PER 0- 4.4 1,3 AREA- 8 6.4 32.2 VEL- 6.3 4.7 DEPTH- 3.1 1.8 'SEGNO 350.000 3265 DIVIDED FLOW 26APR05 SECNO Q TIME SLOPE II :32:31 50 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AfiOB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 360.000 10.31 25.21 12000.0 762.1 7855,4 .49 7,99 11.02 .007341 298. 305. FLOW DISTRIBUTION FOR SECNO- 25.21 3382.5 5. 69 322. 360.00 .00 95.4 .030 26.70 713.0 .045 8 1.49 505. 9 .030 0 1.49 503 .6 .000 .00 .25 122.6 14 . 90 431.17 21.09 20.15 286.31 741 .51 CWSEL-25.21 285 . 317. 328. 419. 440 -616. 578 608 . 658. 723. 742. PER Q= 3 6 2 8 55 6 7 0 4 0 3 8 3 4 5 0 4 5 5 AREA-58 9 36 6 713 0 79 6 79 9 31 0 60 3 93 1 96 4 15 6 VEL= 7 2 9 2 11 0 10 6 6 0 6 6 6 7 6 4 6 6 3 7 DEPTH= I 9 3 2 7 8 3 9 1 0 1 3 2 0 I 9 1 5 8 1490 NH CARD USED 'SEGNO 370.000 3255 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVIfJS 3302 WABNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.' 370.000 12000.0 . 52 .001875 11 . 51 589.6 5. 54 435. 27,81 3681 .1 6.20 470, 25. 98 7729.4 5.57 457, .00 106.4 .030 3 28.33 693.8 .045 10 .52 1388.7 . 030 0 1.53 521.5 .000 .00 .10 127.4 16.20 491.87 22.00 21,26 35,69 623.74 FLOW DISTRIBUTION FOR SECNO-370.00 CWSEL= 27.81 26APfi05 11:32:31 51 SECNO DEPTH CWSEL CfiiWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QfiOB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBfi ITBIAL IDC ICONT COBAR TOPWID ENDST STA= 36. 65. 128 141. PER Q-4 9 30 7 6 0 12 8 AREA-105 4 593 8 82 5 243 9 VEL-5 5 5 2 7 3 6 3 DEPTH= 3 7 9 3 5 3 5 0 STA-415. 598. 624 PER Q-3 1 4 AREA-114 3 31 7 VEL= 3 2 1 5 DEPTH-6 1 2 190. 229. 269. 8.1 9.7 8.1 169.8 191,7 160.4 5.7 6.1 6.1 4.4 4.8 4.7 320. 335. 350. 374 , 415. 4 2 3 2 3 4 3 2 3 1 83 1 65 4 70 2 77 5 98 2 5 1 5 9 5 9 5 0 3 8 4 8 4 6 4 6 3 3 2 4 1490 NH CARD USED 'SEGNO 380.000 3265 DIVIDED FLOW 380.000 12000.0 .53 .003148 9.88 1529.1 6.35 265. 28. 27 3472.9 7,47 262 . 27 .31 5998.0 6. 50 249. . 00 240.6 .030 2 29.00 465.1 .045 14 .72 1060.4 .030 0 . 61 532.8 .000 ,00 .06 130.3 18.39 511.64 23.85 22 .56 40. 46 580.49 FLOW DISTRIBUTION FOB SECNO-380.00 28.27 STA-40 70. 102. 113. 169 179 187 207 220, 247, 270, 299. PER Q-3 4 5 7 2 7 28 9 4 1 3 1 6 3 3.8 8 7 6 3 7 2 5.0 ABEA= 75 7 119 3 45 5 456 1 66 4 43 9 95 5 58,2 133 0 100 2 120 4 88 ,7 VEL= 5 4 6 7 7 0 7 5 8 8 8 4 7 9 7,8 7 9 7 5 7 2 6.8 DEPTH= 2 5 3 8 4 1 8 4 5 6 5 3 4 8 4,7 4 8 4 5 4 1 3.8 S TA-322 345. 382. 536. 580 PER Q-4 3 4 3 4 2 1 0 AfiEA-80 0 97 3 149 0 37 7 VEL-6 5 5 3 3 4 3 1 DEPTH= 3 5 2 6 1 0 9 322 , 'SECNO 390.000 3366 DIVIDED FLOW 1 26APfi05 11:32:31 52 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBB WSELK EG ALOB ACH XNL XNCH ITBIAL IDC HV AROB XNR ICONT HL VOL WTN CORAB OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST 390.000 29.17 28.38 29.99 .82 . 97 24 . 90 12000.0 , 54 .003399 3413. 9 6.75 238, 3156.2 7 .69 286. 5429.9 7, 35 268. 604 .8 .030 2 415.9 .045 10 738 .9 .030 64 3 .7 .000 .00 133.6 20.16 494.62 25.67 93.62 649.62 •LOW DISTfilBUTION FOfi SECNO-29.17 1 iTA= 94 . 248 265 280 294 , 334 350. 407 423. 443 458. 500. PER Q= 4 3 3 0 3 4 3 1 30 3 4 3 26 3 3 7 5 5 4 0 10 8 8 AREA-119 9 54 4 55 3 50 2 160 2 63 9 416 9 60 2 83 2 60 1 167 7 123 1 VEL-4 3 6 6 7 3 7 4 7 7 8 0 7 6 7 4 8 0 7 9 7 7 7 1 DEPTH-8 3 1 3 7 3 7 3 9 4 2 7 2 3 7 4 2 4 1 4 0 4 STA-531 . 548 656 588 650, PEfi Q= 4 5 4 0 3 4 1 3 . AfiEA-69 0 62 8 65 5 46 6 1 VEL-7 8 7 6 6 2 3 4 1 DEPTH-4 0 3 8 2 8 8 531. 'SECNO 400.000 •3301 HV CHANGED MORE THAN iiVINS ?185 HINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 400.000 9.61 31.71 12000.0 90.2 U909.8 .54 4.77 14.30 .013669 320. 303. FLOW DISTRIBUTION FOfi SECNO- 31 .71 .0 .00 287. 400.00 125. .00 18.9 .030 0 248 . 34. 86 833.0 .045 3.15 .0 .000 0 2.00 552.4 .000 ,00 .70 135.7 22.10 145.85 31.71 PER Q-.1 . 1 . 5 99 2 AREA-3.2 2.3 13.4 833 0 VEL-2.3 3.7 5.5 14 3 DEPTH= .2 .5 . 9 7 3 26APfi05 11 :32 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH ABOB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID 1490 NH CARD USED •SECNO -180.000 START TRIB COMP -180.000 180.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS -180,000 12000.0 . 56 .000260 U .00 1288.2 1 .28 145. 17.09 10341.9 2.17 145. .00 369.9 1 . 12 100. .00 1009.9 .041 0 17. 15 4756,9 .031 0 .07 331.2 .030 0 -12 563.8 .000 -00 2.53 138.4 6.09 1545.34 •LOW DISTRIBUTION FOR SECNO- ;TA- 155. PER Q- 5.9 AREA- 451.6 VEL- 1 . 6 DEPTH^ 2.0 378. 3.5 392.0 1 . 1 3.5 485. 1 . 3 166. 4 I.O 3.8 529. 1516. 86.2 4756.9 2.2 1732. 3.1 327 .8 1 . 1 1.5 17.09 .0 3.4 •SECNO 4 1 0 .000 3280 CROSS SECTION 410.00 EXTENDED 2.78 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 410.000 1900.0 . 52 .000064 7.79 1283.2 .89 205. 17.18 112.4 1, 38 207. 13.64 504 . 4 1.09 210. .00 1437.1 .030 2 17.20 81.4 .030 17 .01 463.7 .030 0 .32 . 04 582. 9 . 000 . 00 .01 143.5 9.39 609,93 FLOW DISTBIBUTION FOR SECNO= 410.00 CWSEL-17.18 30. 45 35,68 92. 99 233.84 53 L-BANK ELEV R-BANK ELEV SSTA ENDST 12.81 12.70 154,65 1738-39 11.10 11.39 . 00 609,93 26APB05 11:32:3i SECNO Q TIME SLOPE DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CBIWS WSELK EG HV HL OLOSS L-BANK ELEV QROB ALOB ACH AROB VOL TWA R-BANK ELEV VBOB XNL XNCH XNR WTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST STA-0, 54. 104 . 177 219. 272 313 339 364. 391 412 . 435 PER Q= 5 9 5 3 6 8 3 4 4 2 3 3 3 5 4 8 6 2 6 5 7 3 6 3 AREA-147 6 133 3 178 9 95 3 118 3 91 4 80 3 94 3 112 3 95 0 117 8 82 3 VEL= 8 8 7 7 7 7 8 1 0 1 0 1 1 1 2 1 2 DEPTH= 2 8 2 6 2 5 2 3 2 2 2 3 3 1 3 7 4 3 4 6 5 1 5 4 STfl= 450, 461. 465. 477 485. 601 515 629 547. 679 610. PER Q= 4 0 2 1 5 9 3 1 5 8 5 2 4 7 4 4 3 0 4 AREA-59 8 30 4 81 4 46 4 87 7 78 5 73 5 79 8 77 7 20 1 VEL-1 3 i 3 1 4 1 3 1 3 1 2 1 2 1 0 7 4 DEPTH-5 6 6 0 7 2 5 7 5 5 5 6 5 4 4 3 2 4 7 450, 'SECNO 420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KBATIO = 420,000 1900.0 . 55 .000261 6.93 915.2 1. 40 178. 17.19 140.5 2. 40 177. 15.19 844 . 3 1.67 175. .00 652.2 ,030 2 17.23 63.6 .030 20 ,04 504.9 .030 0 ,50 .02 589.4 .000 .00 .01 145.1 10.26 628.71 12.42 12.44 718 .69 FLOW DISTBIBUTION FOB SECNO-420 .00 17 . 19 STA-90 135 166 196 225 253 344 471 489 500 514 524 . PER Q= 3 2 4 8 5 0 5 8 4 1 3 1 5 0 6 2 4 3 6.8 7 4 7 3 AREA-56 1 67 7 58 7 75 1 57 0 76 4 84 7 64 1 41 7 50. 3 58 6 66 1 VEL-1 1 1 3 1 4 1 5 1 4 8 1 1 1 8 1 9 2.1 2 4 2 1 DEPTH= I 3 2 2 2 3 2 5 2 1 8 7 3 5 3 8 4 .3 5 9 4 3 STA= 540 661 569 580 608 626 645 655 717 719 PER Q-4 7 7 5 3 8 7 1 4 4 3 6 3 0 3 0 0 AREA-44 0 71 4 39 6 82 2 51 5 46 6 44 1 59 2 3 VEL-2 0 2 0 I 8 1 6 1 6 1 5 1 3 1 0 2 DEPTH= 4 0 4 0 3 4 2 9 2 9 2 5 2 1 I 2 2 540. 'SECNO 430.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KfiATIO - 430.000 1900.0 .65 .005944 2,16 1592.8 4.81 127 . 17 .06 140.9 5. 80 128 . 16.88 166.3 2.85 129. .00 331 . 1 .030 2 17.41 24 .3 .030 14 . 35 58 .4 .030 0 .21 .09 691-8 .000 .00 .09 147.5 14 .90 360.55 16.81 16.05 164.23 524 . 78 26APB05 11:32:31 55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNB WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COBAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO= S TA- PER Q= AREA^' VEL- DEPTH- 154 . 195. 208. 430.00 225. 275. 292. 338. 335. 366. 388. 410. 4.8 5 4 8 0 10 3 3 6 8 9 11 9 4 1 10 4 9 4 4 5 2 6 24 .7 20 3 28 1 45 0 14 3 30 6 41 9 19 4 41 9 34 7 17 7 11 5 3.7 6 0 5 4 4 3 4 7 5 5 5 4 4 1 4 7 5 2 4 8 4 3 .8 1 6 1 7 1 2 1 4 1 7 1 7 1 1 1 4 I 6 1 4 1 2 STA- 410. 422. 459. 506. 525. PER Q= 7.4 5.0 3.5 .3 AREA- 24.3 28.8 26.8 3.8 VEL- 5.8 3.3 2.6 1.3 DEPTH- 1.9 .8 .5 .2 •SECNO 440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KBATIO - 2.43 440.000 1900.0 .68 2.44 22.5 1. 95 17.71 1816.7 2.61 16.58 60 .9 1.84 .00 11 .5 .030 17.31 697-0 .030 .10 33.0 .030 . 38 594 .3 .000 .02 3 4 9 .1 15.27 15. 31 1 5,27 79. 50 ,001004 190, 189. 14 364.49 443.99 FLOW DISTRIBUTION FOR SECNO= 440.00 TA- 79. PER Q- AREA- VEL- DEPTH- SECNO 460.000 82 , 1 .1 10. 6 2 .1 1.5 89. 95.6 697.0 2.6 2.1 415, 416. -1 1.1 2.3 2.3 . 3 2.1 2.3 1. 9 17-71 .7 6.1 2.2 1.6 441 . 444 . 1 .8 18 .8 1 .8 1 .3 .0 . 5 . 6 .2 J265 DIVIDED FLOW .7185 MINIMUM SPECIFIC ENERGY 1720 CRITICAL DEPTH ASSUMED 460.000 1900.0 . 69 .007591 26APR06 SECNO Q TIME SLOPE 3. 62 475.4 3. 45 260 . 11 :32:31 13.95 672.4 7. 62 277. DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 18. 95 752.2 4 . 68 269. CRIWS QROB VROB XLOBR .00 137 .7 .030 0 WSELK ALOB XNL ITfilAL 19. 45 38.2 .030 14 EG ACH XNCH IDC .50 160,9 .030 0 HV AROB XNR ICONT . 59 697, 8 .000 .00 HL VOL WTN CORAfi .12 153 .4 15.33 403.70 OLOSS TWA ELMIN TOPWID 17.83 17.77 69.27 590.65 L-BANK ELEV R-BANK ELEV SSTA ENDST 56 LOW DISTBIBUTION FOB SECNO-450.00 18. 95 STA = 69 137 164 186 209 236 263. 402 . 439. 457. PEB 0-4 1 3 0 3 3 4 5 4 9 3 4 1 7 35 4 4 9 3 7 1 AREA-29 1 17 7 16 8 21 6 23 e 19 2 9 4 88 2 20 0 15 6 1 VEL-2 7 3 3 3 7 4 0 3 9 3 3 3 5 7 5 4 7 4 5 1 DEPTH-4 7 3 9 9 6 1 2 4 1 1 1 1 STA-501 512 525 554 574 591 PEB 0-5 3 5 3 4 9 5 1 1 1 1 ABEA-17 1 18 4 23 9 21 7 7 7 1 VEL-5 8 5 5 3 9 4 4 2 6 1 DEPTH-1 6 1 4 8 1 0 5 471 6.1 24.5 4.8 1.2 492. 501, 3.3 11.9 5.2 1 . 3 'SECNO 460.000 1265 DIVIDED FLOW n85 MINIMUM SPECIFIC ENERGY 3720 CBITICAL DEPTH ASSUMED 450.000 5.63 21.24 21.24 ,00 1900.0 518.6 570.5 711.0 171.2 .71 3.03 8.07 3.63 .030 .003712 242. 247. 252. 0 21 .72 83. 1 .030 16 ,47 195. 8 .030 1 .27 600 .2 .000 .00 .00 153.7 15,51 415,39 13.21 18.73 43 .56 562 .44 LOW DISTRIBUTION FOB SECNO- 450.00 CWSEL= TA- PER Q= AREA^ VEL- DEPTH= TA- PER Q- AREA- VEL- DEPTH- SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC SECNO 470.000 3266 DIVIDED FLOW 3 4 5 4 4 4 5 9 4 5 3 7 35 3 7 3 30 8 37 5 38 8 33 6 18 3 12 2 83 1 26 2 2 I 2 7 2 1 3 3 4 6 5 8 8 1 6 3 5 9 5 1 1 1 9 2 7 5 0 2 3 509 534 546 562 5 3 5 4 3 0 6 33 5 29 3 15 8 5 5 3 6 3 5 3 6 2 0 1 3 I 2 1 3 3 11 : 32 31 315. 446. 4.3 3.0 4.0 18.9 23.7 23.8 4.3 2.4 3.2 1.7 .2 1,1 433, 3,4 19,0 3,4 1-2 HV AROB XNfi ICONT HL VOL WTN CORAfi OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 470.000 1900.0 . 72 .004431 7.51 200.5 3, 93 261 . 23.86 833.7 7 .69 261. 23. 86 865.8 3.13 262. .00 51 .1 .030 0 24 .36 308.4 .030 17 ,50 276.2 .030 0 1.06 602. 9 .000 .00 .01 155.2 15.35 408 . 61 21 .85 22. 30 144.97 611.99 FLOW DISTRIBUTION FOR SECNO= 470.00 23.85 STA= 145 185 192 194 . 219 239 307 358 378 401 422 448 PER Q= 6 2 3 1 1 3 43 9 4 1 3 5 4 5 3 2 3 9 3 7 4 9 6 5 AREA-34 0 12 3 4 3 108 4 22 0 31 3 33 2 19 3 22 6 21 3 27 4 32 5 VEL= 3 4 4 8 5 1 7 7 3 5 2 1 2 6 3 2 3 3 3 3 3 4 3 8 DEPTH= 9 1 8 1 9 4 3 1 1 5 7 9 1 0 1 0 1 1 1 2 STA= 474 495 512 548. 512 PER Q-4 9 3 1 3 1 1 AREA-25 1 17 7 22 7 1 2 VEL-3 7 3 4 2 6 1 2 DEPTH-1 2 1 0 6 0 474. 'SECNO 480.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 480.000 1900.0 .73 .003701 7.82 248.6 3.72 235. 26. 66 1369.9 9.21 236. 25. 66 281.5 3. 30 237. .00 66.8 .030 0 27 . 66 148-7 .030 1 .00 85.3 .030 0 .96 604 .9 .000 .00 .15 157.7 18,84 160,83 23,70 24 ,90 138.37 299.20 FLOW DISTRIBUTION FOR SECNO-26.66 133 . 176. 189, 221 -233. 264 , PER Q= 3 8 3 9 5 4 72 1 3 1 5 9 4 1 1 7 AREA-27 4 18 9 20 4 148 7 15 9 34 8 21 3 13 3 VEL-2 7 3 9 5 0 9 2 3 8 3 2 3 6 2 4 DEPTH= 7 1 5 2 1 6 4 1 4 1 1 1 3 7 299. 2 6APB0 5 11 :32:31 58 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL CRIWS QCH QROB VCH VROB XLCH XLOBR WSELK ALOB XNL ITBIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 'SECNO 490.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 490.000 1900 . 0 .74 .007327 6.52 587 . 8 7.49 249. 30.42 584 .9 11 .09 248. 30-42 627-3 5.89 248. . 00 91 . 9 .030 0 31 .57 52.7 .030 9 1,15 91.1 .030 0 1.26 606,4 .000 .00 ,04 158-5 23. 90 112.63 25.66 27.47 224.66 337.29 FLOW DISTRIBUTION FOR SECNO-490.00 30.42 STA= PEB Q- AREA= VEL- DEPTH- 258. 262. 275. 285. 307. 319. 331. 11 9 4 8 19 5 30 8 22 5 7 2 3 1 .2 40 5 11 5 39 8 52 7 54 1 21 9 13 0 2.0 5 6 7 9 9 3 11 1 7 9 6 3 4 5 2.0 I 2 2 6 3 3 4 9 2 5 1 8 1 I . 3 337, 'SECNO 600.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WABNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BANGE, KRATIO = l.i 500.000 1900 .0 .76 .002856 5.56 285.2 3 .25 160. 31 . 95 795.0 6.18 158. 31 .51 319,8 3 . 90 158 . . 00 87,7 .030 3 32 . 33 128 . 6 .030 10 . 37 210.2 .030 0 607 .5 .000 .00 159.2 25.39 269.00 29.75 29. 60 126.62 391.65 FLOW DISTBIBUTION FOB SECNO= 31-95 I I I I I I I I f I I I I I I I I I I I I TA- PER 0= AREA- VEL- DEPTH- 26APR05 127 . 234 . 257 , 312 , 334 . 350 , 378 , 5 9 6 4 2 7 41.8 8 5 5 5 6 7 9 2 5 7 7 3 1 3 43 4 31 9 12 4 128 . 5 36 4 25 8 26 6 42 5 27 9 40 9 10 1 2 6 3 8 4 2 5.2 4 4 4 0 4 0 4 1 3 9 3 4 2 5 5 1 7 2 0 3,8 2 2 1 9 I 9 1 9 1 8 1 4 7 SECNO Q TIHE SLOPE 11 :32:31 DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH 59 CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL 490 NH CARD USED SECNO 510.000 '185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 510.000 6.41 33.68 1900.0 211.9 985.6 ,76 3.61 7.64 .004118 184. 188. 33, 58 701.4 3.43 139. LOW DISTBIBUTION FOR SECNO- I STA- RE B Q- AREA= VEL= DEPTH- 183, 225. 246. 510.00 279. . 00 58.8 .030 293. EG ACH XNCH IDC 34 .24 329,2 . 030 6 HV AROB XNR ICONT .56 204 . 3 .030 0 HL VOL WTN CORAR . 54 509.4 .000 .00 OLOSS TWA ELMIN TOPWID .05 160.4 27.27 298.91 L-BANK ELEV R-BANK ELEV SSTA ENDST 31 .77 31 .27 182.93 481.84 33. I 3.7 25.7 2.7 .6 339. 364 . 410. 441 7 5 51 9 7 1 8 0 6 1 3 5 3 1 3 1 3.8 3 1 . 1 33 1 129 2 27 7 35 4 27 5 22 3 20 3 20 3 25. 6 23 3 1 . 9 4 3 7 6 4 9 4 3 3 5 3 0 2 9 2 9 2.8 2 6 1.2 1 6 3 9 1 9 1 6 1 2 9 9 9 .8 7 .2 482. 490 NH CARD USED SECNO 520.000 J3255 DIVIDED FLOW ,'186 MINIMUM SPECIFIC ENERGY 3720 CBITICAL DEPTH ASSUMED 520.000 5.60 36.26 1900.0 422.8 516.5 .77 5-36 9.84 .004864 258. 262. 36.25 960.7 5.00 264. FLOW DISTBIBUTION FOB SECNO'^ 146. ; TA- PER Q- AREA- VEL- DEPTH= 490 NH CARD USED 170. 182. 520.00 193. .00 78 . 9 .030 0 197 , 36. 96 52. 5 .030 . 70 192. 3 .030 0 1 .17 611 .5 .000 .00 .04 162.0 30.66 243.66 32. 47 31 , 80 145.98 441.54 35.25 207, 220. 232 , 243. 235. 3 7 6.3 7 4 5.8 27 2 18 3 7 9 5 4 1 9 4 4 3 5 3 1 20 0 21.0 23 6 14 . 3 52 5 44 2 26 4 19 5 33 2 22 9 20 3 25 5 3 6 4.8 5 9 7.8 9 8 7 9 5 7 5 2 4 5 3 7 3 3 2 3 8 1.7 2 2 3.4 5 3 3 5 2 1 1 9 1 5 1 1 9 2 442. 26APR05 11:32:31 60 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL SECNO 530-000 3265 DIVIDED FLOW CWSEL QCH VCH XLCH CfilWS QROB VROB XLOBB WSELK ALOB XML ITBIAL EG ACH XNCH IDC HV AROB XNB ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST U35 MINIMUM SPECIFIC ENERGY 1(720 CBITICAL DEPTH ASSUMED 530.000 1900.0 .78 .005189 8.23 11.8 2.79 292. 40.12 1259.3 9,04 291. 40.12 528.9 4 .25 238. .00 4 .2 .030 41 .05 139.3 .030 11 . 93 147.9 . 030 0 1 .46 613.6 ,000 ,00 •LOW DISTRIBUTION FOR SECNO-530.00 CWSEL- STA- 99. 105. 135. PER Q= .6 65.3 11.5 AREA= 4.2 139.3 39.0 VEL- 2.8 9.0 5.6 DEPTH- .7 4,5 2.0 it 4 90 NH CARD USED 186, 3 ,1 12-5 4 .7 1 .5 30.1 1.3 3.7 18.9 3.7 1 .1 230, 2! 4.6 3.0 24.7 18.8 3.5 3.1 1.0 .8 ,07 163.4 31 .89 157.75 . 3 38 .70 37. 74 98. 54 274.91 .2 •SECNO 540.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 540.000 6.09 42.99 42,99 .00 43.48 .49 1.50 .04 40.69 1900,0 719.2 617.3 563.5 194.4 74.1 158.2 616.1 165,4 40.70 .80 3.70 8.33 3.66 .0 30 .030 .030 .000 36.90 190.92 .004466 317. 314. 308. 0 17 0 .00 381.32 672.24 FLOW DISTRIBUTION FOR SECNO-640.00 42. 99 STA-229. 263. 341, 365. 374 . 384 . 421, 438. 467, PER Q= 4 6 3.5 4 8 4 9 3 6 6 0 4 2 6.3 32.5 10.1 3.8 4 .8 ABEA= 28 6 21.3 21 4 28 2 27 0 29 8 16 5 21.7 74 . J 38.0 19.8 27 .9 VEL= 3 0 3.1 4 2 3 3 2 6 3 9 4 8 5.5 8,3 5.1 3.6 3.2 DEPTH= 8 . 9 1 5 9 6 1 3 1 8 2.2 4.5 1.9 1 . 1 1.0 STA= 4 67 483 502 642 572 . PER Q= 3 6 3.2 3 4 8 ABEA= 18 9 18.4 25 9 9 4 VEL= 3 6 3.3 2 5 1 6 DEPTHS 1 1 1 .0 7 3 26APR05 11:32 31 PAGE SECNO DEPTH CWSEL CBIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QBOB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 61 1490 NH CARD USED •SECNO 650.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 550.000 1900.0 ,81 .007088 2.18 164 .2 4 .30 237 . 44.42 1671.6 6.85 231. 44. 42 64.2 1 .99 235. .00 38.2 .030 0 45.09 244 .0 . 030 22 .67 32.3 .030 0 1.29 618 .1 .000 .00 .05 167.1 42.24 255.89 43. 37 44 .10 361.31 617,20 FLOW DISTRIBUTION FOR SECNO- STA- 361. PER Q= 7.5 AfiEA= 33.8 VEL= 4.3 DEPTH= 1.0 397 , 400. 616. 614 , 617 , 1 0 88 0 3 4 .0 4 4 244 0 32 0 .2 4 5 6 9 2 0 . 6 1 1 2 I 3 . 1 1490 NH CARD USED •SECNO 560.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 560.000 1900.0 ,81 .010052 2.79 .0 .00 130. 45.03 1900.0 3. 81 105. 45.03 .0 .00 111. .00 .0 .000 0 46.24 215.7 .030 11 1 .20 .0 .000 0 618. 8 .000 .00 .16 157,5 42 .24 90.75 46.00 46.50 363,04 453,80 FLOW DISTBIBUTION FOR SECNO-45.03 STA- 363. 45i PER Q= 100.0 ABEA- VEL- DEPTH- 215.7 8.8 2.4 'SECNO 570.000 26APR05 11 :32:31 62 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIHE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 301 HV CHANGED MORE THAN HVINS 185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 570.000 2.15 47.65 1900.0 .0 1594.2 .82 .00 6.53 .007347 271. 194. 47. 55 305.8 3.19 199. .00 , 0 .000 0 48.23 244.1 .030 15 . 58 95.8 .030 0 1. 66 620.0 . 000 .00 .06 163-4 45.50 296.66 47. 59 47.80 348.40 796.23 LOW DISTBIBUTION FOR SECNO-570.00 47 .65 TA- 348. 476. 697. PER Q- 83.9 3.5 7.5 AREA- 244.1 27.2 37.8 VEL- 5.5 2.5 3.8 DEPTH- 1.9 .1 .8 490 NH CABD USED SECNO 580.000 265 DIVIDED FLOW 185 MINIMUM SPECIFIC ENEBGY 720 CBITICAL DEPTH ASSUMED 470 ENCROACHMENT STATIONS= 580.000 4.82 61.90 1900.0 143.3 533.7 .83 5-95 12.25 .002664 279. 248. 743. 778. 4.5 25. 3 3.4 .7 . 6 5.5 2.0 . 3 255.0 51, 90 1123.0 3.42 246, LOW DISTRIBUTION FOR SECNO-580.00 255. 330 . 343, 343. 485.0 TYPE- .00 52.83 24.1 51.7 .015 .015 0 20 371 TABGET= .93 328.5 .040 0 220.000 1.03 .10 622.1 169.7 .000 47.08 .00 177.43 49.50 49.20 265.00 485.00 431 455 . 481, PEB Q-7 5 33 2 . I 4 2 4 0 3 1 16 4 14 .0 9 6 5 4 2 4 AREA-24 1 51 2 .5 25 2 27 3 21 5 99 5 70.0 46 4 25 9 12 6 VEL-6 0 12 3 3.7 3 2 2 8 2 7 3 1 3.8 3 9 4 0 3 7 DEPTH-4 4 1 2.7 2 1 1 7 1 7 2 1 2.8 3 0 3 0 2 9 U:32:31 53 SECNO Q TIME SLOPE DEPTH OLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBB WSELK EG ALOB ACH XNL XNCH ITBIAL IDC HV AfiOB XNB ICONT HL VOL WTN COBAB OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 490 NH CABD USED SECNO 590.000 301 HV CHANGED MORE THAN HVINS 135 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 470 ENCROACHMENT STATIONS- 590.000 6.85 55.52 1900.0 .0 3900.0 .84 .00 10.13 .003018 255. 249. 65.0 56.52 . 0 . 00 251 . 135.0 TYPE- .00 58.11 ,0 187.6 .000 .027 0 14 TARGET- 1 .59 - 0 . 000 0 70.000 1 .07 ,20 100000-00 623.8 170.4 100000.00 .000 49.67 65.00 .00 51.78 126.78 LOW DISTBIBUTION FOR SECNO= STA- 65. 335. PER Q= 100.0 AREA- 187.6 VEL- 10.1 DEPTH- 3.0 590.00 56.52 LA COSTA GOLF COURSE J-13952 08-22-02 (FN: LCGCP.HC2) SAN MARCOS CREEK AND NORTHERLY TRIBUTARY STREAM lOO-YEAR PROPOSED COND. BASED ON FIS Q-14700 FOR SAN MARCOS; Q FROM RANCHO CABRILLO STUDY FOB TRIB. ICHECK NPROF 2 INQ 3 IPLOT 0 NINV 0 PRFVS -1 IDIR STBT METRIC HVINS ALLDC -1 Q WSEL 9. 65 CHNIM 0 FQ 0 ITRACE 15 26APfi05 11 :32:31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITfilAL EG ACH XNCH IDC HV ABOB XNfi ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST •PROF 2 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS 0 CCHV= .100 CEHV- .200 'SECNO 2.660 3280 CROSS SECTION 2.65 EXTENDED 3720 CRITICAL DEPTH ASSUMED 2.53 FEET 3470 ENCROACHMENT STATIONS- 860.0 2.660 6.73 10.03 10.03 14700.0 2260.8 6131.8 7307.4 .00 9.43 11.88 8.17 ,007365 295. 290. 270. 1370.0 TYPE- 1 TARGET^ 9. 69 11.53 1.49 239.8 431-9 894.5 .030 .030 .030 0 7 0 510.000 .00 .00 .0 .0 -000 4.30 .00 510.00 6.30 6.00 860.00 1370.00 FLOW DISTBIBUTION FOR SECNO- (60 . 930, 2. 65 1022. 1062. 10.03 1102. 1142 . 1183. 1228. 1273. 1318. 1364 . 1370. PER Q= 5 0 10 4 34 9 10 6 8 4 6 4 4 7 4 4 4 6 4 8 5 3 6 AREA-84 3 155 4 431 9 161 3 131 3 Ul 3 93 6 93 7 96 0 98 2 105 0 14 0 VEL-8 6 9 9 11 9 10 3 9 4 8 4 7 4 6 9 7 0 7 2 7 4 6 0 DEPTH= 3 2 3 5 4 7 3 8 3 3 2 8 2 3 2 1 2 1 2 2 2 3 2 3 •SECNO 2.590 3280 CROSS SECTION 2.69 EXTENDED 3.96 FEET 3470 ENCROACHMENT STATIONS^ 940.0 2.590 6.66 10.96 10.93 14700.0 1700.2 3445.2 9554.7 .00 10.03 15.20 9.51 .005924 195. 195, 196. 1270.0 TYPE- 1 TARGET= 330.000 10.56 12.90 1.93 1,28 .09 6.00 169.6 226.7 1004.6 6.6 1.9 5.00 .030 .025 .030 .000 4.40 940.00 3 8 0 .00 330.00 1270.00 FLOW DISTRIBUTION FOR SECNO-2 .59 CWSEL= 10. 96 STA- RE R Q- AREA- VEL- DEPTH= 940. 975. 1012. 1059. 1107. 1154. 1202. 11.6 23.4 15.4 14,5 12.1 10.4 159.6 226.7 224.0 209.5 186.4 171,1 10,0 16.2 10.8 10.2 9.6 8.9 1250. 6,1 4.4 4 . I 3.6 8.5 161. 9 8,2 3.2 1270. 3.1 61.8 7.3 3.1 26APR05 11:32:31 65 SECNO Q TIME SLOPE DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST CCHV- .200 CEHV= -400 'SECNO 2.620 3470 ENCROACHMENT STATIONS- 908.0 2.620 7.12 11.62 10.61 14700.0 .0 14700.0 .0 .01 .00 11.73 .00 .003177 200. 185- 175. 1092.0 TYPE- 11,25 .0 .000 3 13.76 1253.4 -026 11 TARGET- 184.000 2.14 .77 .08 15.20 .0 12.2 2.9 100000.00 .000 .000 4.50 908.00 0 .00 184.00 1092.00 FLOW DISTRIBUTION FOR SECNO= STA- 908, 1092. PER Q= 100.0 AREA- 1253.4 VEL= 11,7 DEPTH- 6.8 SPECIAL BRIDGE 5227 DOWNSTREAM ELEV IS 9.8 9 , NOT 11,52 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) ;B XK 1 .05 XKOR 1 ,75 COFQ 3.00 RDLEN .00 BWC 166.00 BWP BAREA 5.50 1500.00 'SECNO 2.640 PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLWC H3 QWEIR QPR 14.23 13.39 ,00 108 6. 13533. 1500. BAREA TRAPEZOID AREA 1409. 3470 ENCROACHMENT STATIONS- 2 . 540 14700.0 .01 .002898 26APR05 SECNO Q TIME SLOPE 7,31 ,0 . 00 95. 11.31 34700.0 II .40 96. 908 .0 .00 .0 .00 1092.0 TYPE= 1 11.54 13.33 11:32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR .0 .000 4 WSELK ALOB XNL ITBIAL 1289.5 , 025 0 EG ACH XNCH IDC TAfiGET- 2.02 .0 .000 2 HV ABOB XNfi ICONT FLOW DISTRIBUTION FOR SECNO= STA- 908. 1092. PER Q- 100.0 AREA= 1289.5 VEL- 11.4 DEPTH- 7.0 11.81 :CHV- .100 CEHV- 1490 NH CARD USED "SECNO 5.000 ,300 3301 HV CHANGED MORE THAN HVINJ 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS^ 5.000 10.08 12.08 1470G.0 1156.6 9108,7 .01 7.28 15.47 .007545 83. 83. ^LOW DISTRIBUTION FOR SECNO- STA- PER Q= AREA= VEL- DEPTH- il. 123. 185. 7,9 62.0 1.0 12 .08 1434.9 10.80 33. 6.00 200. 349.0 TYPE= 1 TABGET= 11.24 14.99 2.91 158,9 588,9 410.8 .050 .037 .035 0 11 0 158.9 7.3 4.4 588.9 15.5 9.5 5.3 91.2 3.6 6.1 22.3 276.2 12.2 5.2 CWSEL- 253. 275, 2,1 44 . 4 6.8 2.0 12.03 1490 NH CABD USED 'SECNO 10.000 3265 DIVIDED FLOW ^280 CROSS SECTION 10-00 EXTENDED .39 FEET 7386 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 26APBD5 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL CWSEL QCH VCH XLCH 5470 ENCBOACHMENT STATI0N5- 10.000 11.20 13.29 14700.0 16.1 12253.5 .01 2.69 13.50 .007994 38. 38. CRIWS QROB VROB XLOBR 1 .0 33.29 2430.4 8.70 38 . WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 360.0 TYPE- 1 12.45 15.85 6.0 907.4 .030 .040 0 3 HV AROB XNB ICONT TARGET- 2, 55 279.2 .030 0 SS I , 5( ELCHU 4 ,50 ELCHD 4.50 ELLC 12.70 ELTBO WEIRLN 13.00 736. 184.000 .03 .00 15.20 15.0 3.4 100000.00 .000 4.50 908,00 .00 184.00 1092.00 HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID 348 .000 .37 .27 17,3 3.7 .000 2.00 .00 183.23 HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID 349.000 .30 .04 18.4 3,9 .000 2.09 .00 236.12 L-BANK ELEV fi-BANK ELEV SSTA ENDST 6.00 6.00 86.52 274-76 L-BANK ELEV R-BANK ELEV SSTA ENDST 13 . 96 10.43 73.59 350,00 66 67 FLOW DISTRIBUTION FOB SECNO-CWSEL-13.29 STA= PEfi Q = AREA- VEL- DEPTH- 74 . I 6.0 2.7 .4 87 . 83.4 907. 4 13.5 8.4 236. 8.2 120.5 10.0 3.4 271 . 3.5 46.1 11.4 4.2 282 . 4 . 6 105.0 5.4 1 .7 344 . 350. .2 7,6 4.6 1 .3 1490 NH CARD USED •SECNO 20.000 3266 DIVIDED FLOW 3230 CROSS SECTION 20.00 EXTENDED .74 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KfiATIO - 3.1 3470 ENCROACHMENT STATIONS- 43.0 20.000 13.47 15.56 13.97 14700,0 877,0 9391.3 4431.2 .02 3.77 8.07 5.93 .002458 89. 88. 87. 525.0 TYPE- 1 TARGET^ 482.000 14.53 16.38 .82 .35 .17 13.40 232.5 1164-5 746.7 21.7 4.6 12.00 .030 .041 ,030 .000 2.09 43.00 5 8 0 .00 467.29 525.00 FLOW DISTRIBUTION FOR SECNO-20.00 CWSEL-15.56 S TA- PER Q= AfiEA- VEL- DEPTH- 43. 3.1 133.8 3.4 1.2 159, 2.9 38.7 4 . 3 2.2 204 . 63. 9 1154.5 8.1 9.8 323. 342. 436. 4.1 16.4 9.7 87.4 382.0 277.3 5.9 5.3 5.1 ••. 1 3,1 525. 26APB05 11:32:31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CBIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITBIAL IDC HV ABOB XNR ICONT HL VOL WTN CORAfi OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST 1490 NH CARD USED 'SECNO 30-000 3470 ENCROACHMENT STATIONS- 120.0 30.000 14.06 16.16 13.93 14700.0 1708.9 7669.8 5321.3 .02 4.38 6.09 4.52 .001385 106. 109. 106, 650.0 TYPE- 1 TABGET= 15.27 16.61 ,45 339.8 1259.2 1176.5 .030 .042 .030 2 12 0 540,000 .20 .04 27.8 5.8 .000 2.10 .00 540.00 12.56 12 . 90 120.00 660.00 FLOW DISTRIBUTION FOR SECNO-30.00 16.16 STA- 120. PEfi Q= 4.4 AREA- 150-0 VEL= 4 . 3 DEPTH- 3,6 1490 NH CARD USED •SECNO 40.000 3265 DIVIDED FLOW 161 , 4.1 138.3 4.4 3.7 199. 226. 3.1 101.4 4.5 3.8 52.2 1259.2 6-1 10.4 345. 4 . 4 127 ,8 5.0 4-7 373. 15,0 433-6 5.1 4.6 458 , 10. 9 356.4 4.4 3.7 668. 5.0 248.8 3,5 2.7 660. 3470 ENCROACHMENT STATIONS- 189.0 40.000 14.36 16.36 13.79 14700.0 182.7 7345.8 7171.5 ,03 2.45 5.84 4.27 .001152 116. 115. 116. 856.0 TYPE= 1 TARGET- 676.000 15.49 16.77 .40 .16 ,00 74,7 1253.4 1681.0 36.6 7,4 .030 .041 ,030 .000 2.00 2 9 0 .00 637,95 13.83 13 .00 189.00 828 .49 FLOW DISTRIBUTION FOR SECNO= STA- 189. PER Q= 1.2 AREA= 74,7 VEL- 2,4 DEPTH- 1.3 246. 354 50.0 1258.4 6.8 10.7 40.00 391 . 4.8 138.4 5.1 5.1 7.8 215-9 5.3 5-6 CWSEL- 430. 14.5 442.4 4.8 16. 36 521 . 12.1 428 , 6 4.2 3.9 632 . 6.6 286.2 3.4 2.9 732 . 2.9 158 .4 2 . 5 I .7 828 , 490 NH CARD USED 26APR05 11:32:31 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 'SECNO 50.000 3470 ENCfiOACHMENT STATIONS= 50.000 14.66 16.61 14700,0 369.5 5879.5 .04 2.50 5.61 ,000974. 132. 142. LOW DISTRIBUTION FOR SECNO- CRIWS QBOB VBOB XLOBR 204 .0 13.40 8450.9 3.69 144 . 50.00 WSELK ALOB XNL ITRIAL EG ACH XNCH IDC 886.0 TYPE- 15.78 16.93 142.2 1067.3 .030 .040 2 14 HV AROB XNR ICONT TARGET- .31 2289. 5 .038 0 ;TA- 204. 258. 366. PER 0- 2.5 40.0 3.7 AREA- 142.2 1067.3 104.9 383. VEL- DEPTH= 2 . 6 2.2 5.5 10.9 6.2 5.2 3.4 83.7 5.0 7.6 CWSEL- 394 . U.7 306.4 5.5 7,0 16. 51 438. 507. 16.9 9.4 439.0 470,8 5.3 2.9 6.4 5.8 1490 NH CARD USED 'SECNO 60.000 3280 CROSS SECTION 60.00 EXTENDED 9.69 FEET 3495 OVERBANK AfiEA ASSUMED NON-EFFECTIVE, ELLEA- 60.000 14700.0 .05 .001184 14 .78 .0 .00 172. 16.78 6180.6 5,41 173. 14.12 8519.4 4 .06 174 . 15.95 .0 .000 1 18.8C 37.12 1341 .7 .036 . 34 2096.8 .036 0 FLOW DISTfilBUTION FOR SECNO- 5TA- 220. 370. 3f PER Q- 42.0 5.0 AREA- 1141.7 140.9 VEL= 6.4 6.2 DEPTH- 7.5 9.1 1490 NH CARD USED 'SECNO 70.000 25APR05 11:32:31 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 50,00 CWSEL- 16.78 i. 403. 603. 662. 9.1 21,6 8.9 8,6 191 .3 754,8 274.5 476.1 7,0 4.2 4.8 2.6 8.4 3.9 4.7 4.3 773. 3.5 233.6 2.2 3,3 CRIWS QROB VROB XLOBR 3280 CROSS SECTION 70.00 EXTENDED WSELK EG ALOB ACH XNL XNCH ITRIAL IDC .35 FEET HV AROB XNfi ICONT 3495 OVEfiBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 18.50 ELBEA- 70.000 14700.0 . 07 .000636 15.06 ,0 . 00 208. 17,15 2494.2 2.12 220. FLOW DISTRIBUTION FOR SECNO- 12 .53 32205.8 3.62 220, 70 .00 16. 35 .0 .000 2 17. 33 1174.3 .081 14 ,18 3374.4 .036 CWSEL-17.15 STAM-237 . 275. PER Q= 2 1 14 9 AREA-113 8 1060 5 VEL-2 7 2 1 DEPTH= 3 0 13 2 STA-843. 920. ' PER Q-4 1 7 AREA-305 5 99 0 VEL= 2 0 1 0 DEPTH-4 0 1 3 355. 384 . 6.8 207 . 3 7 .1 14.1 429.0 7.1 1. 473. 532. 7.3 17.2 9.7 216.3 480.8 283,0 5.0 6.3 6,0 7.5 8.1 7.6 59 HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID 581 .000 .15 .01 46.3 9.5 .000 2.05 .00 548.05 L-BANK ELEV R-BANK ELEV SSTA ENDST 16.03 II .60 204.00 852.05 3.0 161 .3 2.8 5.3 619. 665. 3.6 207.2 2.5 4.5 734. 336. 852, 3.7 3.1 .1 249.5 253.5 13.0 2.2 1.8 1,5 3.6 2.5 .8 .19 69.7 .000 .00 -01 12.1 2 .00 534.83 18.80 7 .80 220.17 855.00 855, - 3 26.7 1. 5 2,3 HL VOL WTN COBAB 10.00 .19 79.3 .000 .00 OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST .02 15.5 2.10 757.12 18 .50 10.00 236.58 993.70 569, 596. 677. 748. 5.6 7,5 3.1 3.5 179.6 457.5 252.6 254.0 4.6 2.4 1.8 2.0 6.6 5.5 3.6 4.2 843. 3.6 209.7 2.6 5.0 994 . 1490 NH CABD USED •SECNO 80.000 3266 DIVIDED FLOW 3280 CfiOSS SECTION 1.00 EXTENDED 1.09 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-19.30 ELREA= 80.000 14700.0 .07 .000575 15.09 .0 .00 70 . 17.19 1876. 6 1.74 75. 12 .32 12823.4 3.75 76. 16. 39 .0 .000 2 17.33 1075.3 .099 19 .20 3416.9 .031 0 10.00 .05 87 .2 .000 .00 . 00 16.8 2.10 709.20 19.30 10.00 247.65 986.85 2 6APR05 11:32:3I PAGE 71 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QfiOB VfiOB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNB ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-SANK ELEV R-BANK ELEV SSTA ENDST FLOW DISTRIBUTION FOR SECNO-80.00 STA- 248. PEfi Q= 12.3 AfiEA- 1075 . 8 VEL- 1 . 7 DEPTH- 11.3 1490 NH CARD USED •SECNO 90.000 3265 DIVIDED FLOW 339. 4.6 165. 4 4.0 5.4 365. 17. 1 505.3 4,2 5.5 476. 10.9 345.8 4.6 7.7 CWSEL- 520 . 17.5 532.0 4,8 8.2 17-19 586. 12.1 384 .3 4.6 7,7 635, 5.2 180. 5 4.2 6.7 662 . 5. 211 , 3. 4 . 705. 6, 270, 3, 5, 759. 4.6 322.7 2,1 3.5 852. 3.8 366.3 1.5 3.2 967, 987. 90.000 14700.0 .09 .000398 15.26 14.0 . 55 220 . 17,36 2173.1 2.10 207. 12.12 12512.9 3 .00 205. 16.55 25.6 .030 2 17.49 1033.7 .070 18 .13 4177.9 .035 0 .10 UO. I .000 .00 .01 20.4 2-10 793,08 16.70 7.00 110.07 941.14 FLOW DISTRIBUTION FOR SECNO-90.00 17 .36 STA= 110. PER Q= .1 AREA- 2 5.6 VEL- .5 DEPTH= .4 1490 NH CABD USED 'SEGNO 100.000 3265 DIVIDED FLOW 176. 14.3 1033.7 2.1 12 .3 250. 280. 6.6 32. 187.1 1284. 4,4 3. 9.4 5. 482 , 13.7 735.7 3.7 7.4 682. 8.1 335.0 3.6 631. 6.2 467 .7 2.0 6.4 703. 4 . 1 298. 8 2,0 6.4 750. 4. 339. 1 . 5, 3.4 296-3 1.7 4.9 869. 2, 242, 1, 3. 941 100.000 14700.0 .10 .000536 16.11 777.7 2 .87 126. 17. 41 2376.3 2. 62 118. 12.76 11545.9 2 .90 115. 16. 60 270.9 .030 17.54 903 .0 .070 18 .13 3976.8 .040 0 .05 123,9 .000 .00 .00 22.5 2. 30 777,44 13.00 10.00 11.47 840.91 FLOW DISTRIBUTION FOR SECNO-100.00 17,41 PAGE 72 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST STA= 11 . 59 PER Q= 3 3 2 0 AREA-173 4 97 5 VEL-2 8 3 0 DEPTH-3 7 4 2 STA-777. 341 PER Q-2 5 AREA-215 5 VEL-1 7 DEPTH-3 4 82. 149. 16.2 908.0 2.6 13.5 165. 284 . 325. 387. 502. 3 5 13 1 9 0 13 5 13 2 5 5 118 5 497 8 304 0 459 8 795 3 447 2 4 4 3 9 4 4 4 4 2 4 2 1 7 4 4 2 7 4 7 4 6 9 5 6 582. 9,4 596,1 2.3 5.3 676. 4.1 272. 1 2.2 5.9 722. 3, 270, 2. 4. 777 , 490 NH CARD USED SECNO 110.000 110.000 14700 .0 . 12 .000474 15.28 500.2 2 .55 118. 17,48 2377 .3 2.48 114. FLOW DISTRIBUTION FOR SECNO- 12.11 11322.5 2.75 114- 110.00 15. 67 183 .8 .034 1 17.60 .n 957.9 4290.6 .070 .043 18 0 .06 137.7 .000 .00 .00 24.5 2.20 799.90 12.10 10.00 3.48 803.38 CWSEL-17.48 TA- 3. 41. 47. 120, 215. 257. 280. PER Q= 3.1 .3 16,2 19,9 9.8 3.5 AREA- 152.6 36.2 957.9 710.1 335.0 194.9 VEL- 2.9 1.4 2.5 4.1 4,3 2,6 DE PTH- 4.1 5.4 13,2 7,5 8.0 8.5 TA- 615. 700. 803. PER Q= 4.3 2.2 AREA- 370.9 207.0 VEL- 1.7 1.6 DEPTH- 4.4 2,0 1490 NH CABD USED •SECNO 120.000 120,000 14700.0 . 13 .000582 320. 390, 435, 510. 6.1 9.6 5,6 9.3 339.0 568.3 335.4 560.6 2.6 2.5 2.4 2.4 8.5 8.0 7,5 7.5 561. 6.6 4.5 355.7 322.7 2.3 2.1 7.0 6.0 615. 15.26 313 .6 2. 38 183. 17 .66 2158.1 2 .69 130. 26APR06 SECNO Q TIME SLOPE 11 :32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 12.73 12228.4 3.05 171. CBIWS QROB VROB XLOBfi 16. 75 131.5 .037 1 17.70 833.2 .070 18 WSELK EG ALOB ACH XNL XNCH ITfilAL IDC .14 4008.1 .042 0 HV ABOB XNB ICONT -09 158. 4 .000 .00 IIL VOL WTN COBAR .01 27.6 2. 30 735.12 OLOSS TWA ELMIN TOPWID 11.80 10.00 23.37 758. 49 L-BANK ELEV R-BANK ELEV SSTA ENDST 73 FLOW DISTBIBUTION FOfi SECNO-17.56 3TA= 23. 50 130 181 . 240, 315, PER Q= 2 .1 14 7 7 1 3 2 10 5 9 3 1 AREA-131 .5 833 2 385 9 446 4 567 6 629 6 VEL-2 .4 2 6 2 7 2 7 2 7 2 7 DEPTH^ 3 . 5 12 0 7 6 7 6 7 6 7 6 STA-^ 563 . 580 603 627. 561 . 710 , PER Q= 3 . 1 3 4 3 4 3 3 4 2 2 0 AfiFA-116 . 7 130 3 134 6 152 2 199 8 113 9 VEL-4 . 0 3 9 3 8 3 2 3 1 2 6 . DEPTH-5 .0 5 8 6 6 4 4 4 1 2 4 1490 NH CARD USED ••SECNO 130.000 130.000 15. 36 17,53 12. S5 16.81 17.75 14700 .0 314 . 3 2651.9 11733.4 163 .9 966. 3 14 1. 92 2,77 2. 89 .030 .050 .000339 135. 130. 127, 0 18 417 . 3.9 222. 1 2 , 5 7.0 3.3 186.3 2.6 7.0 443. 5.0 279. 6 2.6 7,2 482. 8.2 270.3 4.6 7.2 541. 561- 4 1 3 7 141 4 131 6 4 3 4 1 6 8 5 5 758. .13 4054.8 .034 0 .06 173.3 .000 .00 . 00 29.9 2.27 825,57 14 .00 11 .36 24,75 850. 32 FLOW DISTRIBUTION FOR SECNO-130.00 17. 53 [5TA= 25 . 81 . 159. 185, 216, 233. 257 . 286. 327. 356. 372. 406. 426 1 PER Q-2 1 18 0 3 4 4 5 3 2 3 1 3 2 4 4 3 4 3 3 6 3 3 6 ' AREA-163 9 956 3 164 4 204 9 132 2 205 7 217 8 308 4 227 3 133 5 261 0 151 7 VEL-1 9 2 8 3 1 3 3 3 5 2 2 2 I 2 I 2 2 3 6 3 6 3 5 DEPTH-2 9 12 3 6 2 6 8 7 7 8 3 7 7 7 4 8 1 8 0 7 7 7 5 IsTA-426 . 447 . 474 . 499. 529. 562 . 589 . 613. 642. 671. 700. 733. 850 1 PER Q-3 6 3 7 3 3 4 0 4 3 3 9 3 4 4 0 3 4 3 5 3 1 1 2 AREA-151 0 172 2 156 4 190 4 204 1 179 9 154 1 188 6 167 4 174 5 157 5 141 3 VEL-3 4 3 2 3 1 3 1 3 1 3 2 3 2 3 1 3 0 3 0 2 7 1 2 > DEPTH-7 2 6 4 5 2 5 3 6 2 6 7 6 6 6 3 5 9 6 0 5 1 1 2 1490 NH CARD USED 'SECNO 140.000 140.000 11.52 14700.0 138.9 .17 1.08 .000225 280. 25APR05 17.72 10012.9 2 ,55 274 . 12. 92 4548,2 2.65 250. 1 6. 91 128,4 .048 2 17.33 3921.5 .032 13 .10 1715.8 .030 .07 206.2 .000 .00 .00 35 .0 5,10 899.58 11.10 9. 63 45.91 945.59 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBB WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV ABOB XNR ICONT HL VOL WTN CORAB OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST FLOW DISTRIBUTION FOfi SECNO-140 .00 CWSEL-17.72 STA- 47 95 154 550. 569. 696. 733. 762, 803. 841 894 PER 0= . 9 8.2 59 9 3 1 4 1 5 5 4-1 5.5 4.6 3.6 4 AREA-128. 4 687,7 3333 8 154 1 205 a 281 4 212.5 294 .8 264 .9 261,9 60 6 VEL= 1.1 2.0 2 6 3 0 2 9 2 8 2.8 2.8 2.7 2.1 I 1 DEPTH-2.7 10.0 6 7 8 0 7 7 7 5 7-4 7,2 5.8 4.8 1 1 1490 NH CARD USED 'SECNO 150.000 150,000 11 .06 17.75 13.14 16. 94 17.86 .11 ,03 .00 13. 99 14700.0 677.3 10910.9 3211.8 243.9 4183. 3 1143.8 223.3 37.8 9,91 .19 2.37 2. 61 2 .81 .030 .031 .030 .000 6.69 13.43 .000264 134 . 146. 90. 0 11 0 .00 965.05 958.63 947. FLOW DISTBIBUTION FOR SECNO-150.00 STA= PER Q= AREA- VEL= DEPTH= 13. 3.1 184 .9 2.6 4.9 61. 66. 763. 59.0 2.0 4.0 74.2 4183.3 2 . 6 6.0 CWSEL= 781. 3.0 5.4 140.4 300.4 3.2 3.1 7.8 7.7 'SECNO 160.000 160.000 11.55 17.82 12.52 17.01 14700.0 944.6 11703.6 2061.7 523.4 .21 1.30 2.09 1.89 .030 .000137 151. 147. 95. 2 17.75 820- 846. 3-9 185.4 3.1 7.4 17.89 5595.3 .030 11 878. 4.3 3.4 220.2 210.4 2.9 2.4 6.7 6.1 920. .07 1034-7 .030 0 959. 87 .0 1.4 1.8 .03 .00 243.6 41.1 .000 5.27 .00 1130.69 11.28 10.00 25. 61 1156.31 FLOW DISTRIBUTION FOR SECNO-160.00 CWSEL= 17.82 STA= PER 0- AREA- VEL- DEPTH- 26. 4.2 351.7 1-7 4.8 98. 126 2.3 171,7 1.9 5.1 79,5 5595.3 2.1 6.9 938. 979. 4.7 306.1 2.2 7.6 1014. 1066. 3.5 3.4 246.6 278.1 1 .8 1166. 2.1 6.9 5.4 2.4 254 .0 1.4 2,8 26APB05 11:32:31 SECNO 0 TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CfilWS QBOB VfiOB XLOBR WSELK EG ALOB ACH XNL XNCH ITBIAL IDC HV AROB XNB ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 'SECNO 170,000 3265 DIVIDED FLOW 170.000 14700.0 .23 .000236 11. 63 2398 .1 2.53 251. 17.86 10342.4 2.22 203. 13.34 1969.4 2.11 215, 17.03 17.93 -08 .04 .00 8 51 949.4 4549.8 929.2 275,7 47.3 10 89 .030 .030 .030 ,000 5.22 29 30 1 14 0 .00 1418.60 1528 89 FLOW DISTRIBUTION FOR SECNO-170.00 STA- PEB 0- AREA = VEL = DEPTH= 29. 3.4 312.1 1 .6 1 .2 297. 4 . 5 240.6 2,8 6.9 1490 NH CARD USED •SECNO 180,000 3255 DIVIDED FLOW 332. 5.3 256.0 3.0 8.0 355. 3.1 140 .8 3.2 8.8 CWSEL- 381. 1308. 70.4 4649.8 2.2 5.0 17, 85 1431 - 3.4 194 .7 2.6 6.3 6.4 436. 9 2.2 3.0 241.8 1.8 3.8 . 4 55.3 1.2 1. 6 180.OOO 14700.0 .25 .000219 11.31 1753.0 I . 36 145. 17. 90 12274 . 3 2.21 145. 13. 66 672 .7 1 . 31 100. 17.09 1290.1 .041 2 37. 96 6556.7 .031 18 .07 513.2 .030 0 -03 299. 0 .000 .00 .00 52.0 6.09 1565.50 12.81 12.70 146.66 1742.90 FLOW DISTBIBUTION FOR SECNO-180.00 CWSEL-17.90 ;TA= 147. PER Q= 6.9 ABEA- 608.9 VEL- 1.7 DEPTH- 2.6 490 NH CABD USED SECNO 190.000 373. 485. 529. 1516. 3.7 1.4 83.5 4,5 479.2 202.0 5556.7 502.8 1.1 1.0 2.2 1.3 4.5 4.5 6.6 2.3 1732-1743. 1 .0 26APB05 SECNO Q TIME SLOPE 11 :32:31 75 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CBIWS QBOB VBOB XLOBB WSELK EG ALOB ACH XNL XNCH ITfilAL IDC HV AROB XNR ICONT 3265 DIVIDED FLOW i302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 190.000 14700.0 .26 .000621 11.49 2243.6 2.13 130. 17.89 2008,4 3.36 130. FLOW DISTRIBUTION FOR SECNO- 15.33 10448.0 3,09 3 30. 190.00 17.08 1063.2 .048 2 13.03 597.7 .048 16 . 14 3382.2 .030 HL VOL WTN CORAR . 59 .04 317,5 .000 OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST .02 56.4 5.40 14 .10 12.00 240.77 .00 1350.39 1621.96 CWSEL-17.1 ;TA= 241. PER Q= 6.2 AREA- 287.5 VEL- 3 . 2 DEPTH- 1 . 4 ;TA= 961. PER Q- 3.6 AfiEA- 193.4 VEL= 2.7 DEPTH- 3.2 450. 498 3.2 251 . 9 1 . 9 5.2 565. 613. 676. 705. 3.5 2.3 13.7 3,2 310.2 203.7 597.7 336.3 1.7 1.6 3.4 3.5 4.5 4.3 9.4 4.7 743. 778. 796. 4.5 5.6 3.0 13.1 188.8 204.4 109-1 494.6 3.6 4,0 4.1 3.9 5.0 5.3 6.1 6.6 1. 917. 4.2 3.8 168.8 177.3 3.5 3.2 6.1 4.1 961. 1023. 325. 3 2.9 3.6 1113. 1193. 3.6 220.1 2.4 2.7 1257. 1359. 1450. 3.3 4.2 4.4 188.9 274.6 245.1 2.5 2.2 2.5 3.0 2.5 3,0 1485. 3.0 4.4 141.9 269.6 3.1 2.5 4,1 2.8 157 7 , 1622. . 5 48.9 1. 6 1.1 SECNO 200.000 200.000 11.21 18.00 14700.0 5181.5 1586.5 .28 2.69 2.67 .000351 150. 160. FLOW DISTRIBUTION FOR SECNO- 14 .72 7932.0 2.48 152. 17.22 1923.4 .030 2 18.11 617.5 .045 13 ,10 3199.4 .030 .07 ,00 337.1 61.3 .000 6.79 .00 1363-15 13.70 11 ,04 305.24 1658.38 13,00 25APR05 SECNO Q TIME SLOPE 11 :32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITBIAL IDC STA- 305. 394. PER Q- 3.2 25.3 AfiEA= 238.6 3352.8 VEL= 2.0 2.9 DEPTH- 2.7 5.4 644 723 . 5.7 10.8 337.0 617.5 2.5 2.6 4.4 9.0 790. 3.4 152 .6 3.3 6.7 813. 10 .1 4 97,3 3.0 5.3 HV AROB XNR ICONT 3.3 177,2 2.8 5.2 HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST 934. 995. 1108. 1158. 1 5.5 14.2 3.1 3.8 302.0 679.1 197.0 307.3 2.7 3.1 2.3 1.8 4.9 6.0 3.9 2.6 1455. 3. 318. 1. I. iTA- 1455. 1562. 1623. 1658. PEfi Q- 3,2 3.4 .3 AREA- 271.3 223.1 73.6 VEL- 1.7 2.2 1.7 DEPTH- 2,5 3.7 2.1 •SECNO 210 .000 210.000 10.77 18,05 15.10 34700.0 6076.6 2057.0 6565.3 .30 3.48 2.40 2.89 .000567 168. 177. 199, -LOW DISTRIBUTION FOR SECNO- 210.00 17.29 1748.6 .030 2 18,20 855.5 .045 18 ,15 2270 .4 .030 0 .08 .01 359.7 67.0 ,000 7.28 .00 1286.29 16.73 16.85 319.31 1506.60 CWSEL- 18.05 I STA- 319. 409. 54 7, 533. 675. 717. 874. 994. 1048. 1091. 1192. 1237. 1320. PEB Q- 3.4 21.I 12.5 3.4 .8 14.0 3.0 3,2 3.9 15.1 5.0 7.1 I AREA= 209 5 808.7 489.8 169.0 71 6 855 5 232 6 175 9 186 0 582,7 241 9 343 0 H' VEL-2 4 3.8 3.8 3.0 I 7 2 4 1 9 2 6 3 1 3.8 3 6 3 0 H DEPTH-2 3 6.9 5.7 4,0 1 7 5 5 1 9 3 3 4 3 5.8 5 4 4 1 STA- 1320. 1434. 1606. PER Q- 4.1 2.4 AREA- 273.6 234.8 VEL= 2-2 1.6 DEPTH- 2.4 1.4 •SECNO 220.000 220.000 10.10 18.15 14700.0 6825.4 1747.3 .31 3.43 2.31 .000540 170. 181. 15.19 5127.3 2.89 190. 17.41 1992 .7 .030 1 18.30 622. 8 .045 18 2 6APR05 SECNO Q TIME SLOPE 13 :32:31 DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBB ITRIAL IDC . 15 2123.5 .030 0 HV AROB XNR ICONT ,10 379.5 .000 . 00 HL VOL WTN CORAR .00 72.3 8 .05 1268.70 OLOSS TWA ELMIN TOPWID 13.43 18.00 291.93 3560.63 L-BANK ELEV R-BANK ELEV SSTA ENDST 78 FLOW DISTBIBUTION FOR SECNO= 220.00 STA- 2 92. PER Q- 3.3 AREA- 241.4 VEL- 2.0 DEPTH- 1.9 STA- 13 62. PEfi Q= 1,3 AREA- 165.7 VEL- 1.1 DEPTH- .8 416. 39.0 1514.3 3.8 5.9 1551. 571. 738, 3.4 192 .5 2.6 2.9 44.5 2.6 3.4 CWSEL= 751. 11.9 622.8 2.8 7.1 18.15 838 . 5.9 365.2 2.4 2.6 982. 1035. 4.3 217.2 2.9 4-1 3 172 2 3 1080. .3 9. 8 379, .8 3. .9 6. 1143 . 1209. 1247. 1352, 9.4 356.1 3.8 6.0 3.8 173. 3 3.2 4.6 4.2 283 .4 2.2 2.5 •SECNO 230.000 230.000 14700.0 . 32 -000980 10.01 7445.5 4.49 160. 18.20 2563.0 3 .74 164 . FLOW DISTBIBUTION FOR SECNO- 16-34 4591.4 3,07 167. 230.00 17.47 1659,0 .030 2 18.45 585. 6 .045 14 .24 1525.7 .030 0 .12 .03 395.8 76.9 .000 3.19 .00 1146.75 13,63 16.75 304.09 1450.84 CWS E I.-IS.20 STA- 304 409 443 541 . 511 . 634 . 719. 721 . 819. PEB Q-3 1 3 .9 21 1 14 9 3 9 3 5 .2 17,4 3 5 AREA= 180 5 141 0 598 9 422 8 122 5 184 7 8.4 685-6 180 4 VEL-2 5 4 1 5 2 5 2 4 7 2 8 4.2 3,7 2 8 DEPTH-1 7 4 .1 6 1 5 1 5 3 2 2 4.4 7,0 2 4 STA- 1089 1153 1233 1 308 . 1451 . PER Q-3 5 7 .2 5 5 1 4 ABEA-174 1 290 .4 239 3 130 5 VEL" 3 0 3 .6 3 4 1 6 DEPTH-2 7 3 .6 3 2 9 •SECNO 240.000 240.000 9,67 18.39 17.19 17. 71 18 .72 . 33 .24 03 14700.0 3740.4 4712.3 5247 . 3 831 . 6 874.0 1492.3 411.1 81.8 . 34 4,24 5.39 4.19 .030 .045 .030 .000 8 82 . 001836 178. 185. 196. 2 10 0 . 00 1134 96 896. 4 . 4 177,6 3.6 3.6 946. 1026. 3.4 3.0 180.1 154.4 2.7 2.9 2.2 2.5 1089. 26APR06 SECNO Q TIME SLOPE 11:32 :31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH FLOW DISTBIBUTION FOR SECNO- CBIWS QROB VBOB XLOBR 240.00 WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAB OLOSS TWA ELMIN TOPWID 14 .00 14 .60 312 .45 1447,42 L-BANK ELEV B-BANK ELEV SSTA ENDST 79 CWSEL= 13.39 STA- 312. 422. 519. PER Q= 5,4 9.0 3.9 AREA- 213.5 296.6 173.8 VEL= 3.7 4.6 3-3 DEPTH= 2-0 3.1 1.7 659, 670. 832 . 945. 1004 . 5 2 1 9 32 1 6 4 13.8 5 6 3 7 148 0 50 7 374 0 182 2 406.8 181 0 347 0 5 2 5 5 5 4 5 2 5.0 4 5 3 7 3 8 4 3 7 7 3 8 3.6 3 1 2 3 1069. 1264. 1347, 3.2 7.1 190.9 240.6 2.5 4.3 1.0 2.9 ;TA- 1347. 1 PER Q= 2.8 AREA^ 143,8 VEL- 2.9 DEPTHS- 1.4 SECNO 250.000 3265 DIVIDED FLOW 250.000 14700.0 . 34 .003669 9.65 4527.0 5.75 119. 18.47 4730.3 7 .48 112. "LOW DISTRIBUTION FOB SECNO- 17.83 5442.3 5,72 117, 250,00 17. 87 785.6 .030 2 19.10 532.1 .045 10 ,53 951,7 . 030 0 ,29 418.5 .000 .00 .09 12-75 84.5 14.94 8.82 277.18 838.82 1308.79 CWSEL-18. 47 • 3 TA-277 . 394 . 504 503-626. 653 667 669. 754 772. PER Q= 5 2 7 9 3 0 3 9 6 0 4 0 7 32 2 3 3 6 2 AREA-176 6 234 6 99 8 81 6 113 7 57 9 11 2 632 1 67 0 109 0 1 VEL-4 3 5 0 4 6 7 0 7 8 8 6 9 4 7 5 7 2 7 0 1 DEPTH-1 5 2 1 1 0 3 6 4 2 4 8 5 5 7 5 3 7 3 5 STA-859. 898. 947 999. 1065. 1301 1309 PEB Q= 3 2 3 9 5 9 5 9 3 0 1 I AREA= 79 0 130 1 144 8 159 4 106 2 4 1 1 VEL= 5 9 5 2 6 0 6 4 4 2 1 9 1 DEPTH-2 3 2 2 2 8 2 4 4 6 302. 832, 3.6 85.9 6.1 2.9 3.1 36.3 5.3 2.3 SECNO 250.000 11:32:31 SECNO Q TIME GLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CBIWS WSELK QfiOB ALOB VfiOB XNL XLOBfi ITBIAL EG ACH XNCH IDC HV AROB XNB ICONT HL VOL WTN COBAB OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 260.000 9.66 39-10 14700,0 4024.4 5761,3 .34 7,16 10.65 -006278 93, 95. 19.10 4914.3 8.15 98. 18. 60 662 .0 .030 0 20.35 540. 9 .045 1.25 602. 8 . 030 0 .45 423. 1 .000 .00 , 19 86. 1 9.54 615.03 33.23 33. 98 379.34 1141 .71 LOW DISTRIBUTION FOB SECNO-260.00 CWSEL-19.10 STA- PEfi 0- AREA- VEL= DEPTH- 379. 516. 5.0 158. 6 4 . 6 1.2 606. 639. 659. 671 . 5.3 160.5 5.7 1 . 8 5 2 5 7 5 2 39 2 94 7 83 5 64 7 540 9 8 0 10 1 11 9 30 7 2 9 4 1 5 3 8 5 734. 756. 803. 9.8 10.1 3.7 137.8 149.6 74.7 10.5 9,9 7.2 4.4 4.0 2.5 834. 1096. 1129. 3.3 97. 3 5.0 . 4 3.2 55.0 7,2 2,5 3.2 70. 3 5.7 2.1 STA- 1129. 1142. PEB Q- .2 AfiEA- 7 . 6 VEL- 3.1 DEPTH- .6 1490 NH CARD USED 'SECNO 270 .000 3280 CROSS SECTION 270.00 EXTENDED 470 ENCROACHMENT STATIONS- 270,000 10.74 20.03 14700.0 1578.3 7173.1 .35 4.59 8,45 .004838 76. 31. LOW DISTRIBUTION FOfi SECNO- 1 .0 19.50 5948.6 6-06 84 . 270,00 1138.8 TYPE= 19.60 20.84 336.4 849.3 .030 .045 4 9 TARGET^ .81 981 .4 .036 1137.300 .44 .04 426.7 87.3 .000 9.29 ,00 733,41 18,28 15.35 405.39 1138.80 20.03 2 6APR05 U:32:31 PAGE SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBB ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAfi OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST STA= 405. PEB Q- 5.4 ABEA- 158.8 VEL= 4.7 DEPTH- 1.5 STA= 1040. 520. 5.3 157.5 4.7 1-6 1075. 626. 746. 760, 775. 835. 873, 1139. PER Q= 4 3 8 AREA= 94 1 30 5 VEL= 6 7 3 9 DEPTH-2 7 5 943. 979. 48 8 3 3 3 0 4 5 3.8 4.8 4 849 3 57 6 55 2 135 0 107 .5 167.8 122 8 4 8 6 8 1 4 9 5.1 4 . 4 5 7 1 3 9 3 5 2 3 2.8 2.2 3 1018, 3.6 79.4 6.6 4.0 3, 70, 1040. 3.5 70 ,7 7,5 3.2 1490 NH CARD USED •SECNO 280.000 3280 CROSS SECTION 280.00 EXTENDED .46 FEET 3303 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.14 3470 ENCROACHMENT STATIONS- 1.0 280.000 11.38 20.68 17.49 14700.0 2086.3 4168.7 8444.6 .35 3.28 4.38 4.67 .001054 51. 51. 51. 1108.4 TY PE= 1 TARGET- 1107.400 20.25 20.99 ,30 .10 ,05 635.5 952.2 1807.3 42 9.9 88.2 .030 .045 .033 .000 9.30 2 12 0 .00 707,96 16.73 15.79 400.44 1108.40 FLOW DISTRIBUTION FOR SECNO-280.00 CWSEL= 20. 68 STA= 400. 547, 632. 746, 779, 843. 872. 903. PER Q= 7 3 5 9 28 4 4 0 3 4 5 2 7 1 8 3 ABEA-352 6 283 0 952 2 140 4 182 2 185 6 226 5 282 8 VEL= 3 0 3 6 4 4 4 2 2 7 4 1 4 6 4 3 DEPTH= 2 4 3 3 8 4 4 2 2 9 6 3 7 5 6 7 STA- 1025 1068 1080 1087 1103 PEB Q= 3 1 5 0 3 9 4 ABEA-118 5 70 2 51 2 23 5 VEL-3 9 10 4 11 2 2 6 DEPTH= 2 7 5 1 6 8 1 I 945. 6.1 206.4 4.3 6.8 975. 4.5 138.2 4.8 7.9 992 , 1001 . 1025. 3.4 75. 6 6.6 8.2 3.1 106.2 4.3 4.5 26APR05 11 :32:31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN COBAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 1490 NH CARD USED •SECNO 290.000 3470 ENCROACHMENT STATIONS- 1.0 290.000 11,46 21.05 18.61 14700.0 4339.4 2963.6 7397.0 .37 3.94 3.93 4.06 .000861 335, 330. 326, 853,3 TYPE= 1 TARGET= 20.58 21.31 .25 1102.6 753.5 1825.2 .030 .045 ,028 2 14 0 852. 300 .31 .01 456.7 94.0 .000 9-50 .00 837.34 17.70 14 . 54 11 .25 848.60 FLOW DISTRIBUTION FOR SECNO-290.00 CWSEL= 21,06 STA- PEB Q= ABEA- VEL- DEPTH- STA= PER Q= AREA- VEL- DEPTH- 11 . 4.2 193.3 3,2 2.7 4 50 . 7,4 266.7 4 .1 4 .7 82. 110-150. 175. 204. 230. 264 277 . 358. 3 6 5 5 4 0 4 5 3 5 3 2 1 0 20 2 4 5 130 3 195 5 134 6 150 9 122 8 131 0 44 1 753 5 132 5 4 1 4 2 4 4 4 4 4 2 3 6 3 2 3 9 5 0 4 7 4 9 5 3 5 2 4 8 3 8 3 3 8 3 6 3 517. 549. 572 . 509. 656. 727 . 827 843. 849. 4 1 3 0 4 0 3 2 3 5 3 4 3 7 9 148 3 109 6 156 7 147 8 184 1 186 9 59 1 20 2 4 1 4 0 3 8 3 2 2 8 2 7 7 9 6 3 4 7 4 6 4 2 3 2 2 6 1 9 4 5 3 4 389. 5.6 175.2 4.7 5.9 119. 7.0 228 .0 4 .5 5.5 460- 'SECNO 300.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 300.000 14700.0 .39 .002765 10. 92 2030.3 5.03 383. 21.37 4795.0 5. 65 387 . FLOW DISTRIBUTION FOR SECNO- 26APB05 SECNO Q TIME SLOPE 11:32:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 20. 10 7374.8 5.09 391 . 300.00 CfilWS QfiOB VROB XLOBR 20.89 399. 8 .030 2 21. 95 721 . 5 ,045 9 . 59 1293.6 .030 0 . 56 . 55 433.8 .000 . 00 .10 100 .9 10.46 598.04 19.20 15.80 20.51 743.59 21 .37 33 STA-21 . 1 PER Q= 3 9 3 9 3 8 2 3 AREA-117 9 89 3 103 6 83 9 VEL= 4 8 5 3 6 4 3 8 1 DEPTH= 2 3 3 8 3 0 1 7 STA-498, 533 561 . 616 PEfi Q-5 0 3 1 3 4 1 3 AfiEA-122 6 83 2 116 0 75 3 VEL-6 0 6 4 4 3 2 6 DEPTH-3 5 3 0 2 1 6 WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 182. 275. 32.5 7.7 721.5 145.7 6.6 7.7 7.6 5-1 HV ABOB XNB ICONT 305. HL VOL WTN CORAfi 325 . 3,5 179.6 6.9 4.3 OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 356. 4 , 106. 6, 3, 4 . 0 94 .7 6.2 3.7 420. 6.6 168. 8 6.1 3.6 464 . 4 . 7 116.8 6-9 3.4 498. 744 . 'SECNO 310.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KBATIO - 1.: 310.000 14700.0 .41 .000867 10.70 3446.7 3.45 354 . 22.23 2030.7 4 .38 358 . 19.70 9172.6 4 .33 364 . 21 .72 997.5 .030 2 22.50 475.6 .045 15 .27 2118.2 .030 0 -51 508. 7 .000 ,00 .03 107 .1 11 .63 813.13 15,12 14.94 31 .57 844.59 FLOW DISTRIBUTION FOR GECNO-22,23 STA-32 . 121 . 163. 239. 291 . 316. 344 . 392. 407 . 422. 447 4 63. PER 0-3 7 3 2 3 5 4 2 3 2 6 6 14 2 3 7 3 5 5 5 3 1 6 0 I AREA-196 2 142 5 191 4 181 1 117 6 168 6 475 5 102 5 101 5 162 0 93 5 134 7 1 VEL= 2 8 3 3 2 7 3 4 4 0 4 8 4 4 5 3 5 1 5 0 4 8 4 a 1 DEPTH-2 2 3 4 2 5 3 5 4 6 6 1 9 8 7 0 5 6 5 5 6 1 5 9 STA-4 94 . 516. 548. 585. 620. 554 . 679. 708. 747 . 816. 345 _ PEfi Q= 4 1 5 9 6 3 5 3 6 3 3 4 3 1 3 3 3 4 4 1 AREA-129 0 185 3 206 I 179 7 177 2 120 9 121 5 142 0 173 9 33 6 1 VEL-4 7 4 7 4 5 4 4 4 4 4 2 3 8 3 4 2 8 1 8 • DEPTH= 5 8 5 8 5 5 6 2 5 2 4 9 4 2 3 6 2 5 1 1 •SECNO 320.000 3265 DIVIDED FLOW 2 5APB05 11 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL CRIWS WSELK EG HV QCH QROB ALOB ACH AfiOB VCH VROB XNL XNCH XNR XLCH XLOBR ITRIAL IDC ICONT 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BANGE, KfiATIO ^^ 320.000 14700.0 .43 .005501 9. 82 427.8 3.13 342. 22. 36 5786.8 8.41 339. 21 .79 7485-4 7.50 342. 21 .82 135.7 .030 3 23. 31 807.1 .045 . 96 998 .4 .030 0 HL VOL WTN COfiAR ,39 .60 530. 3 .000 .00 OLOSS TWA ELMIN TOPWID L-BANK ELEV R-EANK ELEV SSTA ENDST .21 133.0 12.53 694.54 20, 53 19.65 29.66 340.95 FLOW DISTRIBUTION FOR 5ECN0= 320.00 STA- 30. 344. 472. 615. CWSEL- 22.35 544. 592. 509. 805. PER Q= AREA- VEL- DEPTH- 2.9 136.7 3.1 ,4 46.2 807, 1 6.3 4 . 1 96,9 6,3 2.2 •SECNO 330-000 3301 HV CHANGED MORE THAN HVINS 3.7 76. 9 7.1 2,7 10.2 171-6 8.7 3.5 4.1 56.2 9-2 3 . 9 5.4 90 .0 8.9 3.7 4.3 85-4 8.2 3.3 4.3 85.7 7.4 2.8 8.4 184.4 6.7 2.4 4.2 93. 6 6.5 2.4 1.6 47.6 4 . 9 1,4 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.83 330.000 14700.0 ,44 .001673 10,58 5533.7 4 .99 268. 23,70 3268.1 5,47 267. 21. 90 5903.2 5.11 268 . 23.24 1109.2 .030 2 24.11 595,1 .046 .41 1166.2 .030 0 .75 545.1 . 000 . 00 .06 117.2 13.12 669.71 20.16 18.27 9,23 678,94 FLOW DISTRIBUTION FOR SECNO= 330,00 23.70 2 5APR05 11:32:31 PAGE 85 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV ABOB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST S TA-9, 52. 89 111 . 136. 168 . 198. 234 -256. 294 305 376 PER Q-3 3 3 7 3 2 3 7 4 3 4 0 5. 0 6 2 4 . 1 1.2 22 2 3 5 ABEA= 128 3 106 3 91 1 304 4 123 9 ua 3 142 . 1 141 9 114 5 38.3 596 1 87 4 VEL-3 8 5 2 6 2 5 2 5 1 5 0 5 . 1 5 4 5 2 4 . 5 5 5 5 9 DEPTH-2 4 4 1 4 1 4 1 3 9 3 9 4 . 0 4 4 4 3 3.4 8 4 5 0 STA= 394 -417. 435 484 . 541 . 555. 620. 647. 579. PER Q-4 3 3 2 7 5 7 2 3 6 6 6 3, 1 2 3 AREA-109 9 83 8 208 1 215 2 80 5 196 8 95. 3 79 2 VEL= 5 8 5 5 5 3 4 9 6 4 4 2 4 . 7 4 3 DEPTH= 4 8 4 5 4 2 3 8 6 8 3 0 3. 6 2 5 'SECNO 340.000 340.000 10 75 24 .15 22.42 23. 58 24 . 58 .53 . 63 04 19.88 14700 0 527; .1 3254.3 6172 .7 947 .0 531.0 1040.6 553 1 12] . 3 17 .34 ,45 5 57 6.13 5. 93 .030 .045 .030 . 000 33 40 35.53 ,001992 296. 292. 287 . 2 9 0 .00 557 42 592.95 FLOW DISTRIBUTION FOR SECNO-340 00 CWSEL-24 . 5 STA-35. 78. 108 147. 375. 196. 233. 257. 278. 339 356 373 RE R Q= 4 3 5 2 6 1 4 1 3 3 5 8 5 3 1 . 7 22 1 5.4 4 4 5 1 AREA-127 3 130 7 160 0 103 3 86 4 150 9 139 0 44 .5 531 0 106.0 93 6 ua 2 VEL= 5 0 5 9 5 6 5 5 6 6 5 7 5 6 6 . 5 6 1 7.4 7 0 6 3 DEPTH= 3 0 4 3 4 0 4 0 4 0 4 1 4 1 4 . 1 8 6 6.2 5 6 4 8 STA-398 . 419-452 472. 496. 529. 576-693. PER Q= 4 1 6 5 3 9 4 0 4 I 4 0 6 AREA-98 4 153 9 93 6 101 0 116 9 132 5 25 a VEL-6 1 6 2 6 1 5 9 6 1 4 4 3 3 DEPTH-4 5 4 7 4 6 4 4 3 5 2 8 1 5 394. 398. 'SECNO 350.000 350.000 10.03 24.59 23.55 24.11 26.37 .78 .61 08 14700.0 3839.6 5284.6 6575.8 633.3 720.5 742.0 675.7 124.2 .46 5.06 7.33 7.51 .030 .045 .030 .000 14.56 .003468 223. 235. 262. 0 10 0 .00 511.52 19.82 19.39 81 .48 593.10 11:32:31 86 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VBOB XLOBB WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST FLOW DISTRIBUTION FOB SECNO- STA= PER Q= AREA- VEL- DEPTH- 31 , 5.3 133-0 5.9 2.7 158 . 3.9 90.7 5.4 3.2 350.00 3.9 95.1 6.3 3.0 3.4 99.1 5.0 2.1 CWSEL= 236, ; 4 .2 113 .7 5.5 2.4 24 .69 309. 5.4 103 .7 7.6 4.2 35. 720 7 7. 405. 428. 442. 485, 521, 545. 6.1 3.6 10.0 7.5 4.5 106.7 64.7 188.4 148.8 92-0 8.5 8.3 7.8 7,5 7,2 4.9 4.8 4.4 4.1 3.9 STA- 545. 573, 593. PEB Q= 4.6 1.5 ABEA- lOO.O 41.4 VEL=^ 5.8 5.2 DEPTH- 3.5 2.1 •SECNO 360.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CfilTICAL DEPTH ASSUMED 360.000 10.77 25.67 14700,0 1023.7 8762.8 -47 8.33 11,61 .007551 298. 305. FLOW DISTBIBUTION FOB SECNO- 25. 57 4913.4 7. 59 322. 350.00 STA- 281. 317. PER Q= 4.1 2.9 AREA- 74.1 41.8 VEL= 8.1 10.2 DEPTH- 2.1 3.7 1490 NH CABD USED 'SECNO 370.000 328. 59.6 755.0 U.6 8.3 419. 7.0 11. 5 4 . 4 25.21 115.9 .030 0 440 . 5-0 107. 8 6.9 1 . 4 27 .30 755. 0 .045 1. 63 647 .1 .030 0 1,53 588. 5 .000 .00 .25 327 .7 14 . 90 456.29 21.09 20.15 281.34 746.87 25.67 516. 4 . 9 108.9 6.7 1.8 578, 608, 635, 680. 723. 4 , 74 , 7. 2. 747. 3, 63, 7, 2 , 4 , 91, 7, 2, 4.1 86.5 6.9 2.0 25.4 4.4 1.0 26APB05 13 :32:31 87 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS CRIWS OROB VfiOB XLOBB WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AfiOB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.97 370.000 14700.0 .49 .003 950 12.39 744 .6 6.04 436. 28-39 4144.0 470, FLOW DISTRIBUTION FOR SECNO- 26. 48 9811 ,5 6.03 457 . 370.00 27. 81 123.2 .030 2 28, 98 630 .1 .046 10 .59 1527.5 .030 0 1 .58 609.1 ,000 .00 .10 133.0 16. 20 551.01 22 .00 21 .26 34.37 625.27 CWSEL= 28.39 ISTA-34 . 58. 65. 128 141 . 190. 229. 269. 1 PER Q= 3 0 2 0 28 2 4.8 12 7 3 3 9 7 8 1 1 AREA= 82 3 40 9 630 1 90. 1 273 7 191 9 214 7 179 7 VEL-5 4 7 3 6 5 7.9 6 9 6 4 6 7 5 7 DEPTH-3 5 6 1 9 9 5.8 5 6 4 9 5 3 5 3 IsTA^ 374 . 415. 452 . 525 1 PEB Q-3 7 3 1 1 7 • AREA-122 0 102 9 118 2 VEL-4 5 4 4 2 2 DEPTH-2 9 2 3 7 303. 320. 335. 4.2 3.3 93.0 73.5 5.7 5.5 5.3 5.2 374 , 3.5 79.0 6.6 5.1 3 . 4 90 . 9 5.6 3 . 9 1490 NH CARD USED 'SECNO 380.000 3265 DIVIDED FLOW 380.000 14700.0 . 50 .003006 10.48 3950 .1 6.86 266. 28. 37 3806.7 7 . 64 262. •^LOW DISTRIBUTION FOR SECNO- 27. 82 8943.2 5. 83 249. 380.00 28.27 284 .4 .030 3 29. 65 498.3 .045 14 .73 1300.4 .030 . 61 622.1 .000 .00 . 05 136.2 18. 39 557.30 23.85 22 .55 39.22 527,31 23.87 26APR05 11 :32 :31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST STA-39 70. 102 3 33 . 159 PER Q= 3 8 6 8 2 7 25 9 3 9 APEA-93 9 138 2 52 3 498 3 62 4 VEL-5 9 7 2 7 5 7 6 9 2 DEPTH= 3 0 4 4 4 7 3 9 6 2 STA-322 346. 382 488. 536 PER Q= 4 4 4 8 3 2 3 1 1 7 AREA-93 5 119 4 127 6 102 1 70 3 VEL-7 0 6 0 3 7 4 5 3 5 DEPTH-4 1 3 2 1 2 2 1 3 179. 195. 207. 220. 247. 270, 299, 5,3 3.7 3.7 8.5 6.2 7.2 5.1 90,1 56,1 55.5 149.6 113.6 137.7 302.5 8.7 8.3 8.2 3.3 8.0 7.7 7.3 5.7 5.4 6.3 6.4 5.0 4.7 4.4 627, 322. •SEGNO 390.000 3255 DIVIDED FLOW 390.000 14700.0 ,51 .003801 9.55 4409.4 7.19 288. 29.71 3509.5 7.86 285. 28.76 6781,0 7.80 268. 29.17 613.4 ,030 2 30. 62 445.6 .045 12 . 91 869.2 .030 0 ,93 634 ,9 .000 .00 .04 139.5 20.15 512.88 24 .90 25. 57 92 .42 651,29 FLOW DISTRIBUTION FOR SECNO-390.00 29.71 STA= 92. 229 258 275 294 . 334 350. 407-423 443 458. 500. PER Q= 3 5 4 0 3 9 4 2 10 3 4 2 23.9 3.8 5 5 3 9 10 8 8.0 AREA-319 3 39 3 73 2 77 5 181 9 72 1 446.5 58 . 9 93 9 58 0 190 3 140.2 VEL-4 3 6 6 7 3 a 0 8 3 8 6 7.9 8.0 8 5 8 5 8 3 8.4 DEPTH-9 3 1 4 0 4 3 4 5 4 7 7,3 4 . 3 4 7 4 5 4 5 4.6 STA-531. 548 665 683 651 . RE R Q-4 5 4 0 3 1 2 7 AREA= 78 3 71 6 63 5 94 4 VEL-3 4 8 2 7 1 4 2 DEPTH-4 5 4 4 3 6 1 4 531, 'SECNO 400.000 3 30 3 HV CHANGED MORE THAN HVINS 7385 MINIMUM SPECIFIC ENERGY 26APR05 11:32:31 PAGE 89 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VBOB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV ABOB XNR ICONT HL VOL WTN CORAfi OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST 3720 CfilTICAL DEPTH ASSUMED 400.000 10.99 33.09 33.09 31.71 35.12 3.03 1.83 .64 30.46 14700.0 612.3 14087,7 .0 83.8 993.0 .0 64 5.3 142.0 35.68 .52 7.30 14.19 .00 .030 .045 .000 .000 22.10 57.70 .011073 320. 303, 287, 0 8 0 .00 184.40 242.10 FLOW DISTfilBUTION FOR SECNO-400.00 33.09 S TA- PER Q- AREA= VEL= DEPTH- 68, 67. 86- .0 2,7 2.3 . 3 1490 NH CABD USED 'SECNO -180.000 START TRIB COMP -180.000 180. 3265 DIVIDED FLOW 000 . 1 5.2 3.1 . 5 37.896 .0 1.2 . 0 1,2 5.2 1 .0 . 1 1. 4 5.9 1 .2 .1 3.0 6.1 1 .3 92, . 1 1.4 5.3 1 .4 93. 105. 1 .0 20-8 7.2 1 .6 UI. 125- 248. .6 2.1 95.8 8,5 33,2 993.0 8.0 9-1 14.2 1 .9 2.3 8.5 (301 HV CHANGED MORE THAN HVINS -180.000 34700.0 .54 .000219 11.81 3753.0 1 .36 145. 17. 90 32274.3 2.21 145. .00 672.7 1 .31 100. 17,09 1290,3 .041 0 17. 96 5556.7 .031 0 .07 513 .2 .030 0 .10 669,1 .000 -00 2 .37 144.8 6.09 3565.60 12-83 12.70 145.56 1742.90 •LOW DISTRIBUTION FOR SECNO- -180.00 • TA- PER Q- ABEA= VEL= DEPTHS 147 . 6, 603 , 1 , 2 , 378. 3.7 479.2 1.1 4.5 435. 1. 4 202. 0 1.0 4.6 529. 1515 83.5 5556.7 2.2 6.5 1732 . 1743. 4.5 502.8 1.3 2.3 10, 1.0 SECNO 410.000 26APR05 11:32:31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CBIWS QBOB VfiOB XLOBR (265 DIVIDED FLOW 3280 CROSS SECTION 410,00 EXTENDED WSELK ALOB XNL ITBIAL 3.59 FEET EG ACH XNCH IDC HV ABOB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV fi-BANK ELEV SSTA ENDST !302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE fiANGE, KBATIO = 410.000 1900.0 .61 .000033 8.50 1320.8 .73 205. 17,99 95.9 1.06 207, FLOW DISTRIBUTION FOR SECNO- 13.67 433. 3 .83 210. 410.00 17.18 1813.8 .030 2 18.00 90.6 .030 15 .01 583. 0 .030 0 ,33 .03 682.4 .000 .00 .01 150.0 9.39 648 .22 11.10 11.39 .00 712,29 17. 99 ISTA-0, 26 54 80. 134 . 177. 219 272-313. 339-364 , 391, 1 PEB Q== 3 0 3 4 3 1 5 1 4 5 4 1 5 1 3 9 3 7 4 7 5 9 5 1 1 AfiEA= 94 4 96 6 89 8 382 8 139 5 129 3 161 4 124 2 101 6 114 8 333 6 111 8 VEL= 6 7 7 5 6 6 6 6 7 8 8 9 DEPTH-3 6 3 5 3 5 3 4 3 2 3 1 3 0 3 1 3 9 4 5 5 1 5 4 IS T A-412 . 435 450 461. 466. 477 . 501 515. 529. 647. 575. 712. 1 PEfi Q-5 7 4 8 3 5 1 8 5 0 7 9 4 5 4 3 4 2 3 1 1 3 1 AfiEA= 136 6 94 6 68 4 34 6 90 5 153 4 89 9 84 6 95 0 92 3 67 9 VEL-9 1 0 1 0 1 0 1 1 1 0 I 0 1 0 8 6 4 DEPTH-5 9 5 2 6 5 6 8 8 0 6 4 5 4 6 2 5 1 3 4 5 412. SECNO 420.000 3302 WAfiNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE BANGE, KRATIO ^ 420.000 1900.0 . 66 .000101 7.74 997 . 4 .99 178. 18.00 108 .7 1 . 53 377, 'LOW DISTRIBUTION FOR SECNO= 2 5APR05 SECNO Q TIME SLOPE 11 :32:31 DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH 15.19 793.8 1 .20 176. 420.00 CRIWS QROB VROB XLOBR 17.19 1004.5 .030 2 18,01 66.6 .030 14 .02 663. 5 .030 0 ,57 .01 691 .0 .000 .00 .00 152 .7 10.26 563.11 12.42 12. 44 722.09 18.00 91 WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAB OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST IsTA-59. 135 356 196 226. 253 314 . 433 471 489 500 514 1 PER Q= 4 3 6 1 6 2 5 8 4 3 3 5 4 5 5 0 5 5 3 7 5 6 5 7 AREA-101 6 92 9 92 8 99 5 79 0 95 5 147 3 93 7 79 1 50 5 72 2 66 5 VEL = 8 1 0 1 1 1 1 1 0 7 6 1 0 1 3 1 4 1 5 1 6 1 DEPTH-1 5 3 0 3 1 3 3 2 9 1 6 1 2 2 9 4 3 4 6 5 2 6 7 IS TA= 524 . 540 551 569 580 . 508 626. 646 665 696 722 ' PER Q= 6 1 4 0 6 4 3 4 6 6 4 1 3 6 3 2 3 3 1 1 AREA-78 6 52 9 86 0 48 8 104 9 66 1 61 6 59 7 71 6 33 4 VEL-1 6 1 4 1 4 1 3 1 2 1 2 1 1 3 0 9 6 1 DEPTH-5 1 4 8 4 8 4 2 3 7 3 7 3 3 2 9 2 3 1 3 524. -SECNO 430.000 3302 WABNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - ,32 430.000 3.07 17 .97 15.87 17.06 18 .07 .10 .03 02 15.81 1900.0 1478.7 107,3 314.0 558.5 35. 6 160. 6 694 ,7 154 .2 15.06 .67 2.65 3,01 1 .96 .030 .030 .030 .000 14 90 152.53 .000961 127. 128 . 129 . 2 14 0 ,00 392 23 544.86 FLOW DISTRIBUTION FOR SECNO-430.00 CWSEL= 17 .97 STA- 153 182 195 208 , 225. 264 275. 292. 313 . 335 365 388. PER Q-3 0 3 6 4 7 6 6 10 7 3 3 7.2 9.8 4 5 9,7 8 1 4 1 ABEA-31 5 27 0 32 4 43 2 81 2 23 9 45.3 64 . 6 35 2 69.5 54 5 29 0 VEL-1 8 2 5 2 8 2 9 2 5 2 6 2.9 2 . 9 2 4 2.7 2 8 2 7 DEPTH= 1 1 2 1 2 4 2 6 2 1 2 3 2.6 2,6 2 0 2.3 2 5 2 3 STA= 4 00 410 422 443 . 469. 483 506. 545. PER Q= 2 7 5 6 4 0 3 0 4 0 3 1 2.3 AREA-20 1 36 .6 34 6 25 7 37 7 31 1 30.5 VEL-2 5 3 .0 2 2 2 2 2 0 1 9 1.5 DEPTH-2 1 2 .8 1 7 1 7 1 5 1 3 .8 •SECNO 440.000 440.000 2.85 18.13 16.58 17.71 18 .20 . 07 .13 OO 15.31 1900.0 25.7 1801.2 73.1 15.8 834 . 5 46.3 698. 2 155.3 35.27 ,70 1. 63 2.15 1.53 .030 030 .030 ,000 15 27 77,94 .000541 190. 189. 154 . 2 18 0 .00 369 61 447 .56 400. 26APB05 11:32:31 PAGE 92 SECNO Q TIME SLOPE DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QROB ALOB ACH ABOB VOL TWA R-BANK ELEV VBOB XNL XNCH XNB WTN ELMIN SSTA XLOBR ITBIAL IDC ICONT CORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO-440.00 CWSEL-18.13 STA= 78. PER Q= .1 AREA- 2.2 VEL- .3 DEPTH- .6 'SECNO 450.000 3265 DIVIDED FLOW 82. 415. 415. 1.3 13.5 1-8 2.0 94.8 834.6 2.2 2.5 .1 1. 3 1.9 2-7 420. 7.5 3,9 2.1 435. 2 .1 25. 1 1. 6 1 . 7 438, .3 3 . 5 1 .4 1 . 3 ,2 3.7 1 ,1 I .0 7185 MINIMUM SPECIFIC ENEBGY 3720 CRITICAL DEPTH ASSUMED 450.000 1900-0 .73 .007527 3.62 475,7 3.45 250. 18. 95 671 .0 7. 60 277. 18. 95 752. 3 4 . 66 269. 18 . 96 138.3 .030 0 19.45 88.3 .030 14 .60 161. 3 .030 0 .37 702-2 .000 .00 .13 158.2 15. 33 403.92 17.83 17.77 59.19 590.71 FLOW DISTBIBUTION FOB SECNO-450.00 STA= 69 137 164 185 209 236 268-402. 439. PER Q= 4 1 3 1 3 3 4 5 4 9 3 4 I 7 36 3 4 9 AREA-29 3 17 8 16 9 21 6 23 9 19 3 9 5 88 3 20 0 VEL= 2 7 3 3 3 7 4 0 3 9 3 3 3 5 7 5 4 7 DEPTH-4 7 3 9 9 6 1 2 4 1 1 STA= 501 512 525 554 574 591 PEB Q-5 3 5 3 4 9 5 1 1 1 ABEA-17 2 18 5 24 0 21 7 7 a VEL-5 8 5 6 3 3 4 4 2 6 DEPTH-1 6 1 4 3 1 0 5 457, 471, 492. 501 . 3.7 15.6 4 .6 1.1 6-1 24.5 4.7 1.2 3.3 11.9 5.2 1.3 'SECNO 460.000 3265 DIVIDED FLOW 7385 MINIMUM SPECIFIC ENEBGY 3720 CBITICAL DEPTH ASSUMED 450.000 5.63 21.24 21.24 1900.0 519.5 670.5 711.0 ,72 3.03 8.07 3.63 .003712 242. 247. 252. 23 .24 171 .2 .030 21 .72 83.1 .030 15 ,47 195. 8 .030 0 1 ,27 704 .6 .000 .00 .00 160 .5 15. 61 416.39 18,21 18.73 43. 56 552.44 2 6APR01 93 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CBIWS QROB VROB XLOBR 460.00 WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV ABOB XNR ICONT HL VOL WTN COBAR OLOSS TWA ELMIN TOPWID 3 4 5 4 4.4 6 9 4 5 3 7 35 3 7 3 4 3 3 0 4 0 3 4 30 8 37 5 38 .8 33 6 18 3 12 2 83 1 25 2 18 9 23 7 23 8 19 0 2 1 2 7 2.1 3 3 4 5 6 8 8 1 5 3 4 3 2 4 3 2 3 4 5 9 .5 1 1 1 9 2 7 5 0 2 3 1 7 2 1 1 1 2 "LOW DISTRIBUTION FOR SECNO- STA- 44. 106. 149, PEfi Q= AfiEA- VEL- DEPTH- STA- 483. 509. 534. PER Q- 5.3 5.4 3.0 AREA- 33.5 29.3 15.8 VEL= 3.6 3,5 3.6 DEPTH= 1.3 1.2 1.3 -SECNO 470.000 3265 DIVIDED FLOW 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 470.000 7.51 23.86 1900.0 200.5 833.7 .74 3,93 7.69 ,004431 261. 261. FLOW DISTRIBUTION FOB SECNO- 21.24 234 , 273 . 277. 294 , 305. L-BANK ELEV B-BANK ELEV SSTA ENDST 446 . 467, 483. 546. 552 . ,5 5.5 2.0 . 3 23.86 865.8 3.13 262. 23.85 51 .0 .030 0 24 . 35 108.4 .030 17 . 60 276.2 .030 0 1.06 707.2 .000 .00 .01 163.0 15.35 108.61 21.86 22.30 144.97 611.99 ISTA-145 185 192 194 219 239 307 358 378 401 422 448 PEB Q-6 2 3 1 1 3 43 9 4 1 3 5 4 6 3 2 3 9 3 7 4 9 6 5 ABEA-= 34 0 12 3 4 8 108 4 22 0 31 3 33 2 19 3 22 6 21 3 27 4 32 5 • VEL-3 4 4 8 5 1 7 7 3 5 2 1 2 6 3 2 3 3 3 3 3 4 3 8 1 DEPTH-9 1 8 1 9 4 3 1 1 5 7 9 1 0 1 0 3 1 1 2 S TA-474 495 512 543 512 PER Q-4 9 3 1 3 1 1 _ AREA-^ 25 3 17 7 22 7 1 2 1 VEL-3 7 3 4 2 6 1 2 1 DEPTH-1 2 1 0 6 0 26APR05 SECNO Q TIME SLOPE 11:32:33 DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH 94 CRIWS QfiOB VROB XLOBB WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST •SECNO 480.000 3301 HV CHANGED MORE THAN HVINS 7186 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 480.000 7.82 25.56 1900.0 248.6 3359.9 .75 3.72 9.21 .003701 236. 236. FLOW DISTRIBUTION FOR SECNO- ; TA- PER 0- AREA- VEL- DEPTH- •SECNO 490.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 490.000 6.52 30.42 1900.0 687.8 584.9 .75 7.49 11.09 .007327 249. 248. FLOW DISTRIBUTION FOR SECNO.^ 25.65 281 .5 3. 30 237. 26. 65 66.8 .030 0 221 . 27. 66 148.7 .030 I .00 85.3 .030 0 . 95 709.2 ,000 .00 .15 154 . 5 18.84 160.83 23.70 24. 90 138.37 299.20 25.65 233 . 264 . 280. 299. 3 8 3 9 5 4 72 1 3 1 6 9 4 1 1 7 27 4 18 9 20 4 348 7 15 9 34 8 21 3 13 3 2 7 :i 9 5 0 9 2 3 8 3 2 3 6 2 4 7 1 5 2 1 6 4 1 4 1 1 1 3 7 30 .42 527. 3 6.89 248. 30.42 93 .9 .030 31 .57 52 . 7 .030 1 .15 93 .1 ,030 1.26 710.3 .000 .00 .04 165. 3 23 . 90 132.53 26,66 27,47 224 . 55 337.29 CWSEL-30, 42 STA- 226. 268. 262. 275, PER Q^ 11.9 4.8 19.5 AREA- 40.6 11,5 39,8 VEL= DEPTH=^ 5.6 1.2 7.9 2.6 9.3 3,3 285. 30.8 22.5 52.7 54-3 U.l 7.9 4.9 2.5 307. 319, 331 7.2 21 . 9 6.3 1 .8 3.1 13.0 4 . 5 1 .1 337 , .2 2.0 2.0 . 3 •SECNO 500.000 3266 DIVIDED FLOW 26APR05 11:32:31 PAGE 95 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VBOB SLOPE XLOBL XLCH XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV B-BANK ELEV SSTA ENDST 3301 HV CHANGED MOBE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KBATIO - 1.60 500.000 1900.0 .76 .002855 6.56 285.2 3.25 160. 31.95 795,0 6.18 168, 31,51 819,8 3. 90 158 . 31. 95 87.7 .030 32.33 128.6 .030 10 ,37 210,2 .030 0 712.0 .000 .00 .08 166,0 25.39 259.01 29.75 29,60 126.62 391.65 FLOW DISTRIBUTION FOR SECNO-500.00 CWSEL= 31. 95 STA- 127, PER Q- AREA= VEL- DEPTH- 209. 6.9 43.4 2.6 .6 227. 5.4 31.9 3,8 1.7 234 - ,7 41.8 .4 128.6 ,2 6.2 ,0 3.8 267, 284 . 8.5 36.4 4.4 2.2 293 . 5.5 25.3 4.0 3 .9 332 , 5.7 25.6 4.0 1.9 334 . 9.2 42.6 4.1 1-9 378. 5.7 27.9 3.9 1.8 392 , 7.3 40,9 3.4 1. 4 1.3 10.1 2.5 .7 1490 NH CARD USED 'SECNO 510 . 000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 610.000 6.41 33,58 1900.0 211.9 986.6 ,77 3.61 7.54 .004118 134, 188, 33,68 701,4 3.43 189. 33. 68 58.8 .030 0 34 .24 129.2 .030 6 .56 204 .3 .030 0 .64 713.7 -000 .00 .06 167-2 27.27 298.93 31.77 31.27 182.93 481.84 FLOW DISTBIBUTION FOfi SECNO-510.00 33. 68 STA- 183. PER Q- 3,7 AREA- 25.7 VEL- 2.7 DEPTH= .6 1490 NH CAfiD USED 'SECNO 520.000 225. 246. 279. 293. 316. 7.5 51.9 7.1 8.0 5.1 33.1 129.2 27.7 35.4 27.5 4.3 7.5 4.9 4.3 3.5 1.6 3.9 1.9 1,5 1.2 339. 364 3.5 22.3 3.0 . 9 387. 3.1 3, 20.3 20, 2.9 2, . 9 410, 441 3.8 25.6 2.8 432. 3.1 23.3 2.5 .7 .1 1 ,9 1.2 .2 26APR05 96 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CfilWS WSELK EG HV HL OLOSS L-BANK ELEV QROB ALOB ACH AfiOB VOL TWA R-BANK ELEV VROB XNL XNCH XNR WTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 7185 MINIMUM SPECIFIC ENEBGY 3720 CRITICAL DEPTH ASSUMED 520.000 1900.0 . 78 .004865 5. 60 422.8 5.36 258 . 36.26 535.5 262. 36.26 960. 6 6.00 264 . 36.26 78 .9 .030 0 36. 96 62-5 .030 9 .70 3 92.2 .030 0 1 .17 715.9 . 000 .00 .04 168.3 30. 66 243.52 32. 47 31.80 145.99 441.63 FLOW DISTRIBUTION FOB SECNO- 520.00 STA-^ 146. 170. 182. 193 PEB Q- 3.7 5.3 7.4 ABEA- 20.0 21.0 23.6 VEL- 3.5 4.8 5,9 14.3 7.8 CWSEL- 197. 207 27,2 52 .5 9.8 36.26 220, 232 18.3 44.2 7.9 7.9 25,4 5.7 5.4 19.6 5.2 243. 255 7.9 33.2 4.5 286, 442. 4 . 4 22.9 3-7 3.5 20 .3 3,3 3.1 25.5 2.3 3.4 5.3 1 . 5 .9 1490 NH CAfiD USED 'SECNO 530.000 3265 DIVIDED FLOW 7185 MINIMUM SPECIFIC ENEBGY 3720 CRITICAL DEPTH ASSUMED 530.000 1900.0 .79 -005189 3.23 11 .8 2.79 292. 40.12 1259.3 9.04 291. FLOW DISTBIBUTION FOR SECNO- 40.12 628.9 4 .25 288. 530.00 ;TA= 99. 105. 136. 166. 40.12 4.2 .030 0 164 . 41.05 339,3 .030 11 . 93 147.9 .030 0 1.46 717.9 .000 .00 .07 170.2 31.89 167.74 38.70 37.74 98.54 274.91 40.12 204 . 230. 254 . 275. PER Q= . 6 65 3 31 5 3 1 6 9 3 7 4 5 3.0 . 3 AREA-4.2 139 3 39 0 12 5 30 1 18 9 24 7 18.8 3.8 VEL-2.8 9 0 5 5 4 7 4 4 3 7 3 5 3 .1 1. 6 DEPTH-, 7 4 5 2 0 1 5 1 3 1 1 1 0 .8 .2 2 6APfi05 SECNO Q TIME SLOPE 11:32:31 97 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 1490 NH CARD USED 'SECNO 540.000 7185 MINIMUM SPECIFIC ENERGY 3720 CBITICAL DEPTH ASSUMED 540.000 5.09 42.99 1900.0 719.2 617.3 .31 3.70 8.33 .004455 317. 314. FLOW DISTRIBUTION FOfi SECNO- CRIWS QBOB VfiOB XLOBR 42. 99 563.5 3.55 308, WSELK ALOB XNL ITRIAL 42. 99 194 .4 .030 0 EG ACH XNCH IDC 43.48 74 , 3 .030 17 HV AROB XNR ICONT .49 158.2 .030 HL VOL WTN CORAR 1 . 50 720. 5 ,000 . 00 OLOSS TWA ELMIN TOPWID .04 172.2 36. 90 381 .32 L-BANK ELEV B-BANK ELEV SSTA ENDST 40. 69 40.70 190.92 572.24 Is TA-191 229 253 258. 298 341 365 374 384 401 421 438 PER Q= 4 5 3 5 4 3 4 9 3 6 6 0 4.2 6 3 32 5 10 1 3 8 4 AREA= 28 5 23 3 21 4 28 2 27 0 29 8 16.5 21 7 74 1 38 0 19 8 27 1 VEL = 3 0 3 1 4 2 3 3 2 6 3 9 4 . 8 5 5 3 3 5 1 3 5 3 1 DEPTH-8 9 1 5 9 6 1 3 1 . 8 2 2 4 6 1 9 1 1 1 STA-4 67 483 502 542. 572 PEB Q= 3 6 3 2 3 4 8 AREA-18 9 18 4 25 9 9 4 1 VEL^ 3 5 3 3 2 5 1 5 1 DEPTH-1 1 1 0 7 3 1490 NH CARD USED 'SECNO 550-000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 550.000 2.18 44.42 1900.0 164.2 1671.6 .82 4.30 6.86 .007088 237. 231. 44 .42 54,2 1 .99 236. 44 .42 38.2 .030 0 45.09 244 .0 .030 22 . 67 32. 3 .030 0 1.29 722. 5 .000 .00 .05 173. 9 42.24 256-89 43. 37 44 . 10 361.31 617,20 FLOW DISTBIBUTION FOB SECNO-550,00 44.42 STA- 361 PER Q- AREA- VEL- DEPTH- 26APR05 SECNO 0 TIME SLOPE 7.6 33.3 4 . 3 1 .0 1 .0 4.4 4.6 1 .1 400. 83.0 244 .0 6.9 2.1 616. 514 , 3.4 32.0 2.0 .3 11 :32:31 98 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBB WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3490 NH CARD USED 'SECNO 550,000 3301 HV CHANGED MORE THAN HVINS 7186 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 560.000 2.79 45.03 45.03 45.03 46.24 1.20 1900.0 .0 1900.0 .0 .0 215.7 .0 -82 .00 8.81 .00 .000 .030 .000 .010052 110. 105. Ill . 0 11 0 723.1 .000 .00 .15 174 . 3 42.24 90.76 46. 00 46.50 363,04 453.80 FLOW DISTRIBUTION FOR SECNO= 550.00 CWSEL= 45.03 STA- 363. 458, PER Q= 100.0 AREA= 215,7 VEL- 8.8 DEPTH- 2 . 4 •SECNO 570.000 3266 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 570.000 2.15 47 .65 47. 55 47,65 43.23 .58 1.56 .06 47. 69 1900.0 ,0 1594.2 305.8 .0 244-1 95.8 724 .4 175.2 47. 80 .83 ,00 6.53 3.19 .000 .030 ,030 .000 45.50 348.40 ,007347 271, 194 . 199, 0 15 0 .00 295.66 796.23 FLOW DISTRIBUTION FOB SECNO-570.00 CWSEL= 47 65 STA- 348 476 597 743. 778. 795 . PER Q= 33-9 3.5 7 5 4 6 .6 AREA= 244 .1 27.2 37 8 25 3 5.5 VEL= 6.5 2.6 3 8 3 4 2.0 DEPTH-1. 9 . 1 8 7 .3 26APB05 11 :32 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK Q QLOB QCH QROB ALOB ACH ABOB VOL TWA B-BANK TIME VLOB VCH VROB XNL XNCH XNB WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITBIAL IDC ICONT COBAB TOPWID ENDST 99 1490 NH CABD USED 'SECNO 580.000 3265 DIVIDED FLOW 7186 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCBOACHMENT STATIONS- 265.0 580,000 4.82 51.90 51.90 1900.0 143.3 633.7 1123,0 .84 5,95 12.25 3.42 .002654 279. 248. 246. 485.0 TYPE- 1 TARGET' 51,90 52,83 .93 24.1 51.7 328.5 .016 .035 .040 0 20 0 220.000 1.03 .10 726,5 176.5 .000 47.08 ,00 177.43 49.50 49.20 265.00 485.00 FLOW DISTRIBUTION FOB SECNO-580.00 STA= 265. 343, 343. 355. 371 334 . 431 456. 472. 483 . 485, PER Q= 7 5 33 2 , 1 4 2 4.0 3 1 16 4 14.0 9 5 5 4 2 4 AREA-24 1 61 2 .5 25 2 27.3 21 5 99 6 70.0 46 4 25 9 12 5 VEL-6 0 12 3 3.7 3 2 2.8 2 7 3 1 3.8 3 9 4 0 3 7 DEPTH-4 4 1 2.7 2 1 1 .7 1 7 2 1 2.8 3 0 3 0 2 9 1490 NH CAfiD USED •SECNO 590.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCfiOACHMENT STATIONS- 65.0 590.000 6.85 56.52 55.52 1900.0 .0 19O0.O .0 .85 .00 10.13 -00 135,0 TYPE- 1 TAfiGET- 56.52 58,11 1.59 .0 187.6 .0 .000 ,027 .000 70.000 1.07 .20 100000.00 728.2 177.2 100000.00 .000 49.57 65,00 .008018 265. 249. 251 . . 00 61 ,78 126.78 FLOW DISTfilBUTION FOR SECNO- •TA- 65, 135. PER Q- 100.0 AREA= 187.6 VEL- 10.1 DEPTH- 3.0 690.00 55.52 2 6APfi05 11:32:31 PAGE 100 THIS BUN EXECUTED 26APR05 11:32:32 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 3991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBEfi INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SUMMARY PRINTOUT TABLE 150 2.550 2.550 2 .590 2 .590 2 .620 2 .620 2 .640 2 .640 5.000 5.000 10 .000 10.000 20.000 20.000 30.000 30.000 40.000 40.000 50.000 50.000 60.000 60.000 2 6APR05 70.000 70.000 80.000 80.000 90.000 90.000 300,000 100.000 .00 .00 195.00 195.00 185.00 185.00 96,00 96.00 83.00 83.00 38 .00 33 , 00 88.20 88.20 109.40 109.40 115.10 115.10 141.1 141 .1 173.00 173.00 .00 .00 .00 .00 .00 .00 13. 00 13.00 .00 . 00 .00 .00 ,00 .00 .00 ,00 . 00 . 00 .00 .00 .00 .00 .00 .00 . 00 . 00 . 00 . 00 12. 70 12. 70 .00 .00 .00 .00 .00 .00 .00 .00 . 00 . 00 .00 . DO .00 .00 4,30 4. 30 4,40 4,40 4 .50 4 .50 4 .50 4.50 2.00 2.00 2.09 2.09 2.09 2.09 2.10 2.30 2.00 2.00 2.05 2.05 2.00 2.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 14700.00 12000.00 34700.00 12000.00 14700,00 12000.00 14700.00 CWSEL 9.69 10.03 10.66 10.96 11.25 11 . 62 31.54 11.81 11.24 12.08 12.45 13.29 14 ,53 15.56 16.27 16.16 15.49 15-36 15.78 16.61 15. 95 15.78 CRIWS 9. 69 30. 03 10. 43 10. 93 10. 61 .00 .00 U .24 12 .08 12.46 13.29 13 .22 13. 97 13.62 13.93 13.16 33.79 12. 82 13.40 13.75 14.12 219,1 219.1 74 .80 74.80 206.70 206.70 118.10 118.10 114.40 .00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 2.10 12000.00 2.10 14700-00 2.10 12000.00 2.10 14700.00 2.10 12000.00 2.10 14700.00 2.30 12000.00 2-30 14700.00 2.20 12000.00 16.36 17.16 16. 39 17.19 16.55 17.36 16.60 17.41 16. 67 13 . 98 12 . 53 31 .65 32.32 3 3 . 74 32.12 32. 38 12.75 10. 97 11.53 12.17 12. 90 12.84 13.75 13.00 13.83 13.87 14 .99 14 ,88 16.85 15.4[ 16.3E 35.73 36.63 35. 90 35.77 16.08 15.93 15.29 17.12 16.53 17.33 16.55 17.38 16,65 17.49 36.71 37. 54 36.77 lO'KS 71 .22 73. 66 50.03 59,24 25.29 31.77 21 . 95 28. 93 76. 36 76.45 82 . 62 79. 94 31 .05 24 , 58 16.10 13.86 13.35 11.62 10.14 9.74 12 .95 11 .84 5. 96 6.86 5.78 5.75 3.86 3. 98 5. 37 5.36 4 .65 11.10 11.88 13.50 15.20 10.11 11.73 9.68 11.40 14 . 63 15.47 12 . 98 13.50 8.40 8.07 1.19 i.09 6. 91 6,84 5-34 5.51 6.47 5.41 2.02 2.12 1.68 1.74 1.98 2.10 2.51 2.52 3389.15 1565.18 3299.94 3400.80 3186.50 3253.40 3239.51 1289.47 1004 .24 1153 .56 1001.28 3192.53 1682.37 2143.50 2342.44 2825-44 2465.80 3013.98 2951.96 34 98.91 2709.07 3238.52 .OIK 1421,97 1712.90 1695.52 1909.86 2386,15 2607,99 2661.34 2730,54 1373.28 1692,32 1320.21 1644.08 2153.59 2958.78 2991.01 3950,33 3284,63 4312,92 3768.88 4710.86 3335.17 4272.50 PAGE 101 .OIK 3946,10 4549.65 4548.77 5611.95 3929.66 4992,57 4492.69 6129,67 4628.13 6108.77 5237.31 7372.92 4532.31 5176.98 5355.69 6348.35 2.35 4797,30 5652.42 uo.ooo .00 2.20 14700,00 17.. 12.11 17-60 4,74 2,48 5437,32 6750.78 120.000 120.000 180.30 180.30 .00 .00 ,00 .00 2. 30 2.30 12000.00 14700.00 16-75 17.56 12-37 12.73 16.87 17.70 5.89 5. 82 2.49 2-59 4383.98 4972.83 4944,57 6094.90 130.000 130,000 129.50 129.60 .00 .00 .00 .00 2.27 2.27 12000.00 14700.00 15.81 17,63 12.57 12.85 15-92 37,75 3.40 3. 39 2 . 66 2.77 4523.26 5175. 07 6510 . 36 7989. 34 340.000 140.000 274 .40 274 .40 .00 .00 .00 .00 5.30 5.30 12000.00 34700.00 16.91 17.72 12.54 12. 92 17.00 17. 33 2.28 2.26 2.37 2.65 5045.20 5765.75 7938,71 9801 ,42 150.000 150.000 146.90 146.90 .00 .00 .00 .00 6. 59 6. 59 12000.00 14700.00 16.94 17.75 12,77 13,14 17 .03 17.86 2. 85 2.64 2.45 2.61 4799.65 5570,95 7111.96 9039.65 160.000 160.000 147.40 147.40 .00 .00 .00 .00 6.27 6. 27 12000,00 14700,00 17.01 37. 82 12.25 12. 62 17,07 17,89 1.41 1. 37 1.95 2.09 5291.25 7203.28 10106.62 12575.32 170.000 170.000 203.00 203.00 .00 .00 .00 .00 6.22 5,22 12000.00 14700.00 17,03 17.85 12,93 13.34 17.11 17. 93 2. 83 2-36 2.16 2 .22 5398,88 5528.46 7134 ,36 9571,98 180.000 180.000 145.00 146.00 .00 .00 .00 .00 6.09 6.09 32000.00 14700 .00 17.09 17,90 13.27 13.65 17.15 17. 96 2. 60 2.19 2.17 2.23 6098.15 7360.02 7435.05 9942 ,72 190.000 190,000 130,00 130.00 ,00 ,00 .00 .00 5.40 6.40 12000.00 14700.00 17.08 17.89 15.10 15. 33 17.23 18.03 8,11 6.21 3.62 3,36 4020.15 5033.15 4213 .02 5900.70 200.000 200.000 150.00 150.00 .00 .00 .00 .00 6,79 6.79 12000.00 14700.00 17,22 18-00 14,42 14,72 17.33 18.11 4.21 3-51 2.65 2 .57 4698.21 5745.33 5846.19 7849.61 210.000 210.000 176.50 176. 50 .00 .00 .00 .00 7.28 7.28 12000.00 34700.00 17.29 18.05 14 .75 15. 10 17.44 18,20 7.10 5.67 2.43 2.40 3893,46 4874.53 4503.83 6175.22 220.000 220.000 180.70 180.70 .00 ,00 .00 .00 8.05 8.05 12000.00 14700.00 17.41 18,15 14 .80 15.19 17.56 18.30 6. 35 5,40 2.88 2.81 3825.56 4738.97 4762.52 6326.65 230.000 230.000 163.70 153.70 .00 ,00 .00 . 00 3.19 8.39 12000.00 14700.00 17,47 18.20 16.31 36.34 17 .74 38,45 12. 48 9.80 3. 92 3,74 3036.41 3871,34 3395.80 4694.57 2 5APB05 11:32:31 PAGE 102 lO'KS .OIK 240.000 240-000 185.80 186.80 .00 .00 .00 .00 8.82 8.82 12000.00 14700.00 17.71 18.39 16.79 17. 19 18.09 18.72 24, 59 18.35 5.88 5.39 2507.42 3247.86 2415.20 3430.92 250.000 250.000 111.90 111.90 .00 .00 .00 .00 8.82 3. 32 12000.00 14700-00 17. 87 18.47 17,56 17.83 18,56 19.10 45,61 35. 69 7. 98 7.48 1882.12 2369-39 1757.70 2426.72 260.000 260.000 94 . 60 94 . 60 .00 .00 . 00 .00 9-54 9.64 12000.00 14700.00 13-60 19.10 18, 60 19.10 19.85 20.35 67,16 62.78 10.59 10.65 1412-49 1705.70 1464.33 1865,24 270.000 270 .000 I. 50 1.60 .00 .00 .00 .00 9.29 9.29 12000.00 14700.00 19. 50 20.03 19.07 19,50 20,36 20.84 48. 80 48. 38 8.13 8.45 1864.81 2167.13 3717,81 2113-44 280 ,000 280.000 50 . 50 50 . 50 . 00 .00 ,00 .00 9,30 9.30 12000.00 14700.00 20 ,25 20 .68 16.93 17 .49 20.50 20. 99 9.26 10.54 3.96 4.38 3091.36 3395.14 3944.04 4527.90 290.000 290.000 330.30 330.30 .00 .00 .00 .00 9.60 9, 50 12000.00 14700.00 20.58 21,06 18.25 18,61 20,79 21.31 8.15 8. 61 3.68 3.93 3284, 30 3681.32 4203.68 5010.20 300.000 300.000 387.20 387.20 .00 .00 .00 .00 10.45 10.45 12000.00 14700.00 20.89 21 .37 19.73 20,10 21.42 21. 96 27.90 27.65 5.39 5.65 2087,74 2414,90 2271,87 2795,47 310.000 310.000 368.20 358 ,20 .00 .00 .00 .00 11.53 11.53 12000.00 14700.00 21.72 22.23 19. 37 19.70 21.95 22.50 (.21 i,57 4.13 4 .38 3178.86 3591.13 4185.91 5019.97 320.000 320.000 338 . 90 333.90 . 00 . 00 .00 .00 12-53 32-53 12000.00 14700.00 21 .82 22.35 21.50 21.79 22.77 23-31 63. 51 55.01 8.45 8,41 1587.23 1942.25 1606.79 1964.22 330.000 330.000 266.70 266.70 .00 .00 .00 .00 13.12 13.12 12000.00 14700.00 23.24 23.70 21 .57 23 .90 23.59 24 .11 16.05 16.73 5.15 5.47 2561.02 2861 .60 2995.65 3594 .27 340.000 340.000 292 .00 292 .00 . 00 .00 .00 .00 13.40 13.40 12000.00 14700 .00 23,68 24,15 22 .11 22. 42 24.12 24.68 18. 97 19. 92 5.76 6.13 2250 .83 2513.53 2764 .91 3293.96 350.000 360.000 234.50 234.50 .00 .00 .00 .00 14 .65 14 .66 12000.00 14700.00 24 .11 24 .59 23.15 23. 55 24.78 25.37 33. 98 34 . 68 6.94 7.33 1860.16 2095.90 2058.59 2496.12 350.000 350.000 305 .10 305.10 .00 .00 .00 .00 14 . 90 1 4 . 90 12000.00 14700.00 25.21 25.67 25-21 25.67 26.70 27.30 73.41 75. 51 11 .02 11. 51 1314.37 1517.96 1400.60 1691.68 370.000 370.000 470.00 470,00 . 00 .00 . 00 .00 16.20 1 5.20 12000.00 14700.00 27,81 28,39 25. 98 26.48 28-33 23,98 18.75 39. 50 6.20 6. 53 2088.89 2380.83 2771 .20 3328 .76 380.000 262 .30 .00 18.39 12000.00 28.27 27. 31 29.00 31.48 7.47 1766.16 2133.35 380.000 390.000 390.000 400.000 400.000 26APR06 -180.000 -130.000 410.000 430.000 420 ,000 420.000 430.000 430.000 440.000 440.000 450.000 450.000 450.000 460.000 470.000 470,000 430.000 430.000 490.000 490,000 600.000 500.000 610.000 510.000 520 .000 520 .000 530,000 530.000 540.000 540.000 550.000 550.000 560.000 560.000 570.000 670.000 630.000 530 .000 690 .000 690.000 25APR05 252.30 285,10 285.10 302.1 302.1 U : 32:31 145.00 345.00 207,00 207.00 176.70 175.70 127.50 127.60 188.90 188.90 277-30 277.30 246.50 246.50 250.50 250.50 235-00 236.00 247.90 247,90 157 .70 157.70 187 .90 187 .90 251.50 261-50 290.1 290.1 314 .40 314 .40 231.00 231 .00 106.00 106.00 193.60 193.60 247.60 247.60 248.90 248.90 11 :32:3I .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 , 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 UMMARY PRINTOUT TABLE 150 ,00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 ,00 ,00 .00 ,00 .00 .00 .00 ,00 .00 .00 .00 ,00 ,00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 18.39 34700.00 20.16 12000.00 20,15 14700.00 22.10 12000.00 22.10 14700.00 5.09 5.09 9.39 9.39 30.25 30.26 14.90 14-90 16.27 15.27 15.33 15,33 15. 61 15. 61 16. 35 15.36 13.84 13.34 23.90 23.90 26.39 25.39 27.27 27.27 30. 66 30. 66 31.89 31 .89 35. 90 35, 90 42.24 42.24 42.24 42.24 12000.00 14700.00 1900.00 3900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 45.60 45.50 47,08 47.08 49. 67 49. 67 1900.00 1900.00 1900.00 1900.00 1900.00 1900.00 28.87 29. 17 29.71 31 .71 33. 09 17.09 17. 90 17.18 17. 99 17.19 38.00 17.06 17. 97 17 .71 18.13 18.95 18. 96 21 .24 21 .24 23. 36 23. 36 26.66 25.66 30.42 30.42 31 . 95 31 .95 33. 68 33. 58 35.26 36.25 40.12 40. 12 42.99 42.99 44 .42 44. 42 45.03 45.03 47. 65 47 . 56 51 . 90 51 , 90 56.52 55.52 28.38 28 ,75 31 .71 33.09 .00 .00 13. 64 13.57 15.19 15.19 16.88 16.87 16.58 16.53 18. 95 18. 95 21 .24 21 .24 23.i 23. i 25.66 26.65 30.42 30. 42 3] .51 31.51 33. 68 33. 53 36.25 36,26 40.32 40.12 42. 99 42. 99 44.42 44. 42 45.03 46.03 47. 55 47. 66 51 . 90 51 . 90 55. 52 56. 52 29.65 29.99 30.62 34 .86 36.12 17,35 17,95 17,20 18 .00 17.23 18 .01 17 .41 18 .07 17.81 18.20 19.45 39.45 21.72 21.72 24.35 24 .35 27. 56 27. 56 31 .57 31 . 57 32.33 32. 33 34 .24 34 .24 35. 96 35.95 41 .05 41 .05 43.48 43.48 45.09 45.09 46.24 46.24 1.23 1.23 52 .33 52 .33 68 .11 68 .11 30.06 38. 99 38.01 136.69 130.78 lO'KS 2. 60 2.19 . 64 . 33 2. 61 1. 01 59.44 9. 61 10.04 5.41 75. 91 75.27 37.12 37.12 44,31 44. 31 37,01 37.01 73,27 73.27 28. 55 28.55 41.18 41.38 48. 54 43.66 51 . 89 61 .89 44.56 44 . 55 70.88 70.88 100.52 100.52 73.47 73. 47 25,54 25,54 80-13 80-18 7, 69 7,86 14. 30 14.19 2.17 2 .21 1.38 1.06 2.40 1.53 5,80 3.01 2. 61 2.16 7,62 7.60 8.07 8.07 7. 59 7. 69 9.21 9.21 11.09 11.09 6.18 6.18 7. 64 7. 54 9.84 9.04 9.04 i. 33 (.33 6.85 6.85 8.81 8.81 5.63 5.63 12.25 32,25 10.13 10, 13 2083.15 2681.24 1559.67 1921.90 1929.21 2384.31 851.90 1026.38 1075.38 1395,53 PAGE 103 .OIK 6098.10 7350.02 3982.20 2437.33 1235.67 1734 ,73 433.75 754,72 741,51 895.66 386.75 387.95 450.04 450.04 435. 57 436. 67 300.73 300.73 236.1 236. I 426.46 426.47 392,27 392.28 323. 69 323.65 291.40 291.39 426.77 426.77 314 .42 314 .42 235.74 215.74 PAGE 104 339.91 339-91 404.34 404.34 187.51 187.53 PAGE 305 7434.95 9942 .72 2368.37 3314 .42 3175.80 1886.31 245.43 612 .89 599.63 816.53 218.07 218 .99 311 .85 311 .86 285.42 285.42 312 .33 312.31 221 .97 221.97 355.60 355.60 295.07 296.03 272.44 272.41 253.76 253,75 284 .64 284 .64 225.68 225.68 139.61 139.61 .OIK 221.67 221.57 358 .84 368 .34 212.18 212.18 2 .660 2.550 32000.00 14700.00 9.69 10.03 . 00 . 35 ,00 .00 .00 -35 510.00 510.00 .00 .00 2.590 2.590 12000.00 14700.00 10. 66 10. 96 .00 . 30 .97 .93 .00 .30 330.00 330.00 195.00 195.00 2 .620 2 .620 12000.00 14700.00 11,25 11,52 . 00 . 37 .59 , 65 ,00 ,37 184.00 184.00 185.00 185.00 2.540 2. 540 12000.00 14700-00 11.54 11.81 .00 .27 .29 .19 . OO .27 184.00 384 .00 96-00 96.00 5.000 5.000 12000.00 14700.00 11.24 12.08 .00 .83 -.30 .27 .00 .83 181.79 188.23 33.00 83 .00 10.000 10-000 12000.00 14700.00 12.46 13.29 .00 1.21 1.22 .00 .84 220.97 236.12 38.00 38.00 20.000 20.000 12000.00 14700.00 14 . 53 15.56 .00 1. 03 2.07 2.26 .00 I .03 432.32 467,29 t.20 1.20 30.000 30.000 12000.00 14700.00 15.27 16.16 -00 . 90 .74 ,61 .00 . 90 540.00 540.00 109-40 109.40 40.000 40.000 12000.00 14700.00 16.49 16.36 .00 .22 .20 .00 505.67 537. 96 115.10 115.10 50.000 50.000 12000.00 14700.00 35.78 36. 51 .00 . 33 .29 .26 . 00 .83 639.75 648,05 141,80 141,80 60,000 60.000 32000.00 14700.00 15. 95 15.78 .00 .83 ,17 .17 .00 .83 623.01 634.83 173 ,00 173.00 70.000 70.000 12000.00 14700.00 15.35 17,15 ,00 .80 ,40 ,37 .00 741.68 757.12 219.80 219,80 1.000 ) .000 12000.00 14700.00 16.39 17.19 ,00 .80 .04 ,04 .00 702.41 709.20 74.80 74 .80 90.000 90.000 12000.00 14700.00 16.55 17.36 .00 ,81 ,17 .17 ,00 ,81 722.80 793.08 206.70 206.70 100.000 100.000 12000.00 14700.00 16. 50 17.41 .00 , 31 .05 .06 .00 .81 770.83 777.44 118 .10 118-10 UO.OOO 110,000 12000.00 14700.00 16. 67 17. 48 .00 . 31 .07 .07 ,00 ,81 731.72 799.90 114.40 114.40 26APR05 11:32:31 PAGE 106 120,000 120.000 12000.00 14700.00 16.75 17.56 . OO .81 .07 .00 .81 722.08 735, 12 180.30 180.30 130.OOO 130.000 12000.00 14700.00 16.81 17.63 .00 .81 .05 .07 .00 .81 791. 35 826.57 129.60 129.50 140.000 140.000 12000.00 34700.00 36-91 17.72 . OO .81 .10 .10 .00 .81 872.11 899.68 274 .40 274-40 160.000 150.000 12000.00 14700.00 16- 94 17- 75 .00 .81 .03 .03 .00 .81 942.30 955.05 145.90 145.90 160,000 160.000 12000.00 14700.00 17.01 17.82 .00 .32 .07 .07 .00 .82 1106.67 1130.69 147,40 147.40 170.000 170.000 12000.00 14700.00 17,03 17-85 -OO .82 .03 .03 .00 .82 1306.87 1418.60 203.00 203.00 180.000 180.000 12000.00 14700-00 17.09 17,90 . OO .81 .05 .04 .00 .81 1546.34 1565.50 145.00 145.00 190.000 190.000 200.000 200.000 12000.00 14700.00 12000.00 14700.00 17.1 17. ( 17.22 18.00 . 00 .31 .00 .78 .00 -.01 .14 -11 .00 , 81 .00 .78 1221.66 1350.89 1329.00 1353.15 130.00 130.00 160.00 160.00 210.000 210.000 12000.00 14700.00 17,29 18.05 .00 .77 .06 .05 .00 .77 1267.21 1286.29 176.50 176.50 220.000 220.000 12000.00 14700.00 17.41 13.15 .00 .74 - 12 .10 .00 .74 1082.16 1268.70 180.70 180.70 230.000 230.000 12000.00 14700.00 17.47 18.20 .00 .73 .06 .05 .00 .73 1075,13 1146.75 163.70 163.70 240,000 240 .000 12000 .00 14700 .00 17 .71 18.39 .24 ,18 . 00 1042.42 1134.96 185.80 185.80 260.000 260.000 12000.00 14700.00 17. 87 13.47 .00 .60 .17 .09 ,00 ,60 793.95 338.82 111.90 311.90 260,000 260.000 12000.00 147O0 .00 18. 50 19.10 .00 .49 .73 . 53 .00 ,49 574 .58 615.03 94. 60 94.60 270.000 270.000 12OO0.00 14700 .00 39. 50 20.03 ,00 ,43 1 .00 . 93 ,00 ,43 680.99 733. 41 ). 60 1.60 280.000 280.000 12000.00 14700.00 20.25 20. 58 .00 .43 . 65 . 65 .00 .43 701.98 707.95 50.50 50.50 26APR05 11:32:31 PAGE 107 290.000 290.000 12000.00 14700 ,00 20.63 21 . 06 .00 .48 .33 .37 DIFKWS ,00 825.64 837,34 330.30 330,30 300.000 300.000 12000.00 14700 .00 20. 89 23 .37 .00 .48 . 31 .31 .00 565.75 598,04 387.20 387.20 310.000 310.000 12000.00 14700.00 21 .72 22 .23 .00 .52 .00 ,52 793.21 313,13 358,20 358.20 320 .000 320 . 000 32000.00 14700.00 21 .82 22 .35 .00 .63 .11 ,12 .00 .53 645.14 694.54 338.90 338.90 330 . 000 330.000 12000.00 14700 .00 23.24 23.70 .00 .46 1 .42 1 . 35 ,00 .46 665.12 659.71 266.70 266.70 340 .000 340.000 12OO0.00 14700 .00 23.63 24.15 ,00 .47 .44 .45 .00 ,47 552.69 557.42 292-00 292.00 350.000 350-000 12000,00 14700.00 24.11 24 .59 .00 .43 .44 507.37 531.62 234.50 234 .50 360.000 360.000 32000.00 14700.00 26.21 25.67 .00 .46 1 .30 1 .03 .00 .45 431,17 466.29 305.10 305.10 370,OOC 370.00! 12000.00 14700.00 27.81 28 .39 .00 2 . 60 2.72 ,00 . 58 491.37 551,01 470.00 470.00 380,000 380.000 12000.00 14700.00 28 .27 28.87 .00 . 50 .46 .43 ,00 . 60 511.64 557,30 262.30 262.30 390.00! 390.00! 12000.00 14700.00 29. 17 29.71 .00 .54 .90 .84 .00 . 54 494.62 512.88 285. 30 285.10 400.OOC 400.000 12OO0 . 00 14700.00 31 .71 33.09 .00 1 .33 2 .53 3 .38 .00 1 . 38 145-85 184.40 302.80 302.80 -180.000 -180.000 12000 .00 147O0 .00 17 .09 17 .90 .00 .81 -14 .62 -15.20 .00 .31 3546.34 1565.50 145.00 146.00 410.000 410.000 1900.00 1900 .00 17.18 17 . 99 .00 .81 .10 .10 .00 .81 609,93 643.22 207.00 207.00 420.000 420.000 1900 .00 1900.00 17.19 18.00 .00 .81 .00 ,00 . 00 . 81 628.71 653.11 176,70 176,70 430.000 430.000 1900 . 00 1900 .00 17 .06 17 . 97 .00 .91 - . 13 - .03 .00 . 91 350.55 392.23 127.60 127.60 440.000 440.000 1900 .00 1900 ,00 17.71 18.13 .00 .42 . 65 .17 ,00 ,42 354.49 359.51 188.90 188.90 26APfi05 PAGE 108 TOPWID 450.000 450.000 1900.00 1900. 00 18-95 13 . 95 .00 .00 1 .24 .82 .00 .00 403.70 403.92 277.30 277.30 450.000 460.000 1900.00 1900,00 21.24 21 .24 .00 . 00 2.29 2.29 .00 .00 435.39 416.39 246-50 246.50 470.000 470,000 1900.00 1900.00 23 .8i 23 ,8i .00 ,00 2.62 2.62 . OO ,00 408.51 408.61 250.50 250.50 480.000 480-000 1900.00 1900.00 26. 66 26. 66 ,00 ,00 2.80 2.30 ,00 ,00 160.83 150.83 235.00 236.00 490.000 490.000 1900.00 1900.00 30.42 30.42 .00 ,00 3.76 3.76 ,00 ,00 112.53 112.63 247.90 247.90 500.000 500.000 1900.00 1900.00 31. 96 33 . 95 . 00 . 00 1.53 1,53 .00 .00 259,00 259.01 157.70 157.70 610.000 510.000 1900.00 1900.00 33. 58 33. 68 .00 .00 3 ,73 3 .73 .00 .00 I. 93 1.91 137,90 187.90 520.000 620.000 1900.00 1900.00 36.26 35.26 ,00 .00 2.68 2. 68 ,00 ,00 243.66 243.62 261.50 261.50 530.000 530.000 1900.00 1900.00 40.12 40.12 .00 .00 3. 86 3.86 .00 .00 167.75 167.74 290.80 290.80 540.000 540.000 1900.00 1900.00 42. 99 42. 99 ,00 ,00 2.87 2.87 ,00 .00 381.32 381.32 314.40 314.40 550.000 550.000 1900.00 1900.00 44.42 44 .42 ,00 .00 1.43 1.43 ,00 .00 255.89 255.89 231.00 231.00 550.000 550.000 1900.00 1900.00 15.03 15 .03 .00 . 00 . 61 .61 ,00 ,00 90.76 90.76 105.00 105.00 570.000 570.000 1900.00 1900.00 47. 55 47 . 65 ,00 ,00 2.61 2. 51 .00 ,00 295.66 295.66 193.60 193.60 680.000 580.000 1900.00 1900.00 51 .90 51. 90 .00 .00 4.26 4 .26 ,00 .00 177.43 177,43 247,60 247,50 590.000 590.000 3 900.00 1900.00 56. 52 55.62 .00 ,00 4. 62 4. 62 .00 .00 63 .7! 61,7J 248.90 248.90 25APR06 11:32:31 PAGE 109 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO- CAUTION SECNO= 2. 550 2.550 PROFILE- PROFILE= CRITICAL DEPTH ASSUMED CRITICAL DEPTH ASSUMED WARNING SECNO= CAUTION SECNO= 2.620 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE BANGE 2.640 PBOFILE- 2 HYDRAULIC JUMP D.S. CAUTION SECNO^ CAUTION SECNO- CAUTION SECNO= CAUTION SECNO= 5.000 PROFILE- 3 CBITICAL DEPTH ASSUMED 5.000 PfiOFILE- 3 MINIMUM SPECIFIC ENERGY 5.000 PROFILE- 2 CRITICAL DEPTH ASSUMED 5.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- 10-000 PROFILE- 1 CRITICAL DEPTH ASSUMED 10.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY 10.000 PROFILE= 2 CRITICAL DEPTH ASSUMED 10-000 PROFILE- 2 MINIMUM SPECIFIC ENERGY WARNING SECHO= WARNING SEGNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- 160.000 PBOFILE- 20.000 PROFILE^ 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 20.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PfiOFILE- 1 CRITICAL DEPTH ASSUMED PfiOFILE- 1 MINIMUM SPECIFIC ENEBGY PBOFILE= 2 CRITICAL DEPTH ASSUMED PROFILE= 2 MINIMUM SPECIFIC ENERGY 190.000 190.000 260.000 250.000 250.000 250.000 PROFILE- 1 PBOFILE- 2 WARNING SECNO- WARNING SECHO^ WARNING SECNO= WABNING SECNO^ 280.000 280.000 300.000 300.000 PROFILE- 1 PfiOFILE- 2 PfiOFILE- 1 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE fiANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I I ARNING SECNO- '-.'ARNING SECNO- 310.000 310.000 PBOFILE- PBOFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I .WARNING SECNO- ARNING SECNO- ARNING SECNO- WARNING SECNO- 320.000 320.000 330.000 330.000 PROFILE= PROFILE- PROFILE= PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE BANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE fiANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE r "AUTION SECNO= AUTION SECNO- •AUTION SECNO- SAUTION SECNO- AfiNING SECNO- 26APR05 360.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 360.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY 360.000 PBOFILE- 2 CBITICAL DEPTH ASSUMED 360.000 PBOFILE- 2 MINIMUM SPECIFIC ENEBGY 370.000 PfiOFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 11 :32:31 PAGE 110 WARNING SECNO-370.000 PROFILE- I AUTION AUTION LAUTION CAUTION I 'ARNING lARNING I WABNING WARNING lARNING ;ARNING SECNO- SECNO- SECNO^ SECNO- SECNO- SECNO= SECNO= SECNO= SECNO- SECNO= 400.000 400.000 400.000 400.000 410.000 410.000 420.000 420 .000 430,000 430.000 PROFILE^ PROFILE- PROFILE- PBOFILE- PBOFILE- PfiOFILE= PBOFILE- PROFILE- PROFILE- PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CRITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENERGY 2 CRITICAL DEPTH ASSUMED 2 MINIMUM SPECIFIC ENERGY 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE fiANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE fiANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE fiANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= I AUTION AUTION _AUTION CAUTION I AUTION :AUTION :AUTION CAUTION SECNO- SECNO- SECNO- SECNO- SECNO- SECNO= SECNO- SECNO- 440.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 450.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 450.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY 450.000 PROFILE^ 2 CRITICAL DEPTH ASSUMED 450.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY 460.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 460.000 PfiOFILE- 1 MINIMUM SPECIFIC ENERGY 460.000 PfiOFILE= 2 CfilTICAL DEPTH ASSUMED 460.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY I fAUTION SECNO= AUTION SECNO- AUTION SECNO= _AUTION SECNO- .CAUTION SECNO- AUTION SECNO- AUTION SECNO- AUTION SECNO- 470.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 470.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY 470.000 PROFILE- 2 CRITICAL DEPTH ASSUMED 470.000 PfiOFILE- 2 MINIMUM SPECIFIC ENERGY 480.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 480.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY 480,000 PROFILE- 2 CRITICAL DEPTH ASSUMED 480.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= I^AUTION SECNO- LAUTION SECN0= I:AUTION SECNO- 4 90.000 PROFILE- 1 CBITICAL DEPTH ASSUMED 490-000 PROFILE^ 1 MINIMUM SPECIFIC ENERGY 490,000 PROFILE= 2 CRITICAL DEFTH ASSUMED 490,000 PROFILE'' 2 MINIMUM SPECIFIC ENERGY I WARNING SECNO- WARNING SECNO- AUTION SECNO- AUTION SECNO- CAUTION SECNO= CAUTION SECNO- I AUTION SECNO- AUTION SECNO- I;AUTION SECNO- I 26APR05 AUTION SECNO- 500.000 500.000 510.000 630,000 510.000 610.000 520.000 520.000 520.000 11:32:31 PROFILE- PROFILE- PBOFILE- PBOFILE- PfiOFILE= PROFILE- PROFILE- PROFILE- PfiOFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE BANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CRITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENERGY 2 CRITICAL DEPTH ASSUMED 2 MINIMUM SPECIFIC ENEBGY 3 CBITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENEBGY 2 CfilTICAL DEPTH ASSUMED PAGE 33 1 520.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY I CAUTION SECNO- AUTION SECNO= AUTION SECNO^ AUTION SECNO- I CAUTION SECNO- AUTION SECNO- 530.000 530.000 530.000 530.000 PROFILE' PROFILE' PROFILE' PROFILE' 540.000 PROFILE- 640.000 PBOFILE- 1 CRITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENERGY 2 CRITICAL DEPTH ASSUMED 2 MINIMUM SPECIFIC ENERGY 1 CBITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENERGY I CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO= CAUTION SECNO= CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO- CAUTION SECNO' CAUTION SECNO' CAUTION SEGNO- CAUTION SECNO- CAUTION SECNO= 540-000 PBOFILE- 2 CBITICAL DEPTH ASSUMED 540.000 PROFILE- 2 MINIMUM SPECIFIC ENEBGY 550-000 PROFILE- 1 CRITICAL DEPTH ASSUMED 650.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY 550.000 PROFILE- 2 CRITICAL DEPTH ASSUMED 550.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY 560.000 PROFILE- 1 CBITICAL DEPTH ASSUMED 550.000 PBOFILE- 1 MINIMUM SPECIFIC ENERGY 550.000 PBOFILE- 2 CRITICAL DEPTH ASSUMED 560.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY 570.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 670.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY 570.000 PROFILE= 2 CBITICAL DEPTH ASSUMED 570.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY 580.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 580.000 PROFILE" 1 MINIMUM SPECIFIC ENEBGY 580.000 PROFILE" 2 CRITICAL DEPTH ASSUMED 580,000 PROFILE- 2 MINIMUM SPECIFIC ENERGY 590.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 590.000 PROFILE" 1 MINIMUM SPECIFIC ENEBGY 590.000 PBOFILE" 2 CRITICAL DEPTH ASSUMED 590.000 PROFILE- 2 MINIMUM SPECIFIC ENEBGY Attachment 4-C. "Effective" HEC-2 Output from La Costa Master Plan Analysis (REC, 2002) PRELIMINARY HEC-2 HYDRAULIC ANALYSES OF SAN MARCOS CREEK AND THE NORTH TRIBUTARY STREAM FOR PROPOSED GRADING WITHIN THE LA COSTA GOLF COURSE IN THE CITY OF CARLSBAD, CALIFORNIA September 16, 2002 Job Number 13952 RICK ENGlNEERlNOCOMPAm rickengin earing, com * HEC-2 WATER SURFACE PROFTLES * * * * Version 4.6.2; May 1991 * * * * RUN DATE 16SEP02 TIME 13:22:00 * in**********!*********!********************* ************** *1t***lt***ll:****'lrl ******* * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 A************************************ X XXXXXXX xxxxx X XX X XX XXXXXXX xxxx X XX X XX xxxxx X XXXXXXX xxxxx xxxxx X X X xxxxx X x XXXXXXX 16SEP02 13:22:00 PAGE ***>***li***l[l*lr**(******************* HEC-2 WATER SURFACE PROFILES THIS RUN EXECUTED 16SEP02 13:22:00 Version 4.6.2; May 1991 (»***••*1 I************* THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC LA COSTA GOLF COURSE J-13952 09-09-02 (PN: LCGCPR.HC2) AC REVISED TO TIE IN WITH APPROVED CLOMR EXISTING COND. HSC-2 FILE (SMC97.HEC1 AC THAT WAS RECEIVED FROM DR. CHANG f^Q H.*!********!!*************************************************!"*'********** AC THE Q OF 1900 CFS FOR THE NORTHERLY STREAM HAS FROM A STUDY PERFORMED BY AC RICK ENGINEERING FOR RANCHO CARRILLO (J-12119C)DATED 01-12-95, AC THE APPROVED CLOMR Q FOR SAN MARCOS CREEK IS Q"12000 CFS. AC THE STARTING WSEL WAS FROM A REPORT DONE BY RICK ENGINEERING COMPANY AC DATED 09-25-91 FOR THE LA COSTA EMPLOYEE PARKING LOT.(J-11347) p^Q .*****t*«**««**********************«***»******»***«**********«»**»l'**"*«**"* Tl LA COSTA GOLF COURSE J-13952 08-22-02 (FN: LCGCP.HC2) T2 SAN MARCOS CREEK AND NORTHERLY TRIBUTARY STREAM lOO-YEAR PROPOSED COND. T3 BASED ON CHANG'S CLOMR Q FOR SAN MARCOS & RANCHO CARRILLO STUDY FOR TRIB. Jl ICHECK INQ NINV STRT METRIC HVINS WSEL FQ 9,66 J2 NPROF IPLOT PRFVS XSECV XSECH FH ALLDC IBW CHNIM ITRACE -1 15 Jl VARIABLE CODES FOR SUMMARY PRINTOUT 150 QT NC ET XI GR GR GR GR GE 2 0.030 2 .55 8.3 7.3 4.4 7.0 7.8 12000 0.030 9.1 25 600 798 981 1102 1318 14700 0.030 9.1 930 8.2 7.0 4.3 7.5 7.7 0,1 1022 842 1000 "1142 1364 0.2 295 8.1 6.7 4.3 8.0 7,6 270 673 886 1015 1183 1409 290 8.0 6.3 6.0 7,9 7.6 710 930 1022 1228 1454 860 7.7 6.0 6.5 7.9 7.5 1370 754 975 1062 1273 1500 ET NC 9.1 9.1 0.025 940 1270 ieSEP02 13:22:00 PAGE XI 2 .59 17 975 1012 195 195 195 GR 7.6 760 7.3 803 7,0 846 6.6 889 6.3 932 GR 6.0 975 4,5 990 4 .4 1000 4.5 1009 6.0 1012 GR 6.4 1059 6.8 1107 7-2 1154 7.6 1202 8.0 1250 GR 7 . 5 1290 7.0 1330 ET 9.1 9.1 908 1092 NC 0.2 0.4 XI 2 . 62 18 908 1092 200 175 185 GR 14 . 0 170 13 .0 250 13 .0 590 14-0 730 15.2 903 GR 9.7 908 9.7 910 4.5 918 4.5 950 4.5 1000 GR 4.5 1050 4.5 1083 9.0 1090 9.0 1092 14.5 1092 GR 13 . 0 1210 14 1390 18.0 1510 ET 9.1 9.1 908 1092 SB 1.05 1.75 3 0 165 5.5 1500 1.5 4.5 4.5 XI 2 .64 96 96 96 X2 1 12.7 13 BT -16 170 14 0 250 13 0 590 13 0 BT 730 14 0 908 15.2 12 .7 910 15.2 12 .7 BT 91B 15.2 12 .7 950 15.1 12 .6 1000 15.0 12 .5 BT 1050 14 .8 11.3 1083 14.5 11.0 1090 14.5 11.0 BT 1092 14 ,5 IX. 0 1210 13 0 1390 14 0 BT 1510 18 0 NC 0.1 0.3 NH 5 ,03 82 - 05 133 .03 170 .05 215 .03 NH 349 ET 9,1 9.1 1 349 XI 5.0 19 123 185 83 83 S3 GR 14 0 14 75 12 87 10 91 8 95 GR 6 123 4 128 2 132 2 176 4 181 GR 6 185 6 200 6 206 8 253 14 285 GR 16 292 18 30S 20 318 20 349 NH 5 .03 125 .05 164 .2 .03 225.1 .05 239.7 .03 NH 662.7 ET 9.1 9.1 1 350 XI 10.0 63 . 0 126 .5 235.9 38 38 38 GR 14 0 14 66 12 .7 80 12.65 81.3 12 .79 86.7 GR 14 .29 88.6 14.53 89.3 14.5 91.3 14 .53 100.4 14.39 114.3 GR 14 .38 115.7 14. 35 116.2 14,3 119.6 14. U 124 .7 14.10 125.0 GR 13 .96 126 .5 11.94 129, 9 9.7 132.9 8.40 13S.4 7.33 136.9 GR 7 .20 139. 7 6.11 161.5 6.1 164.2 3.29 170.1 2 .10 182 .6 GR 2 .10 186.3 2 .09 218 .2 5.9 225.1 8.19 229.3 10.43 235.9 GR 10 ,43 236.2 10.47 239.7 10 .6 246 10.6 252 10 255 GR 8.2 271 10 282 11.5 288 il.S 298 11. 5 301 GR 12 344 13 445 13.5 482 14 485 16 513 16SEP02 13:22:00 PAGE GR 18 541 19 555 18 570 16 590 14 605 GR 12 613 12 .0 613.5 12 77 624 .2 12 .86 628 .5 12-88 629.7 GR 12.88 631,3 12 .8 637.2 12 85 640.9 12 .87 642 .2 12 .86 643 .1 GR 12 ,40 643.5 12 .54 651.8 12 90 662 .7 NH 5 .03 215 .5 -05 259.1 .03 305.3 . 05 320.7 .03 NH 772. 5 ET 9.1 9.1 43 525 XI 20.0 78.0 204 .0 327.3 88 .5 86. 9 88 ,2 GR 14 .9 .0 15 .11 9.3 15 74 10. 3 17. 90 IS .4 21.1 19.2 GR 21. 96 21.9 17 .11 27.5 16 14 29.6 15,36 31.5 • 14.9 32 .5 GR 14 . 57 35.0 13 .86 49.2 13 73 54.9 13-76 71.2 14 .13 89 .4 GR 14 . 32 95.4 15 .28 110.3 17 67 112 .7 19.1 114 .2 18 .95 117.1 GR 18 .89 118.2 19.18 121.4 17 80 124.3 15.3 125 ,4 15 .51 126.7 GR 15. 52 133 ,4 15.29 135 .9 14 75 142 .3 14. 8 147 .6 13 .83 150 .4 GR 12 .65 153 .6 12 .53 159.1 12 27 164 .1 12.4 167 .8 13 .00 168 .8 GR 13 .88 170.8 13.70 179.4 13 62 191.6 13 .4 204.0 12 .55 213 .3 GR 12 .40 215 .5 10.96 218.6 7 51 226.8 7.2 231.3 6 .69 243 .6 GR 6 .35 251.6 4.45 255 .1 2 10 259.1 2.1 289,0 2 .09 306 .3 GR 5 .26 311.0 9 ,92 317.9 11 02 320 .7 12 323 12 328 GR 10 338 9.1 342 10 346 11,3 352 12 436 GR' 13 536 14 636 14 .5 678 16 685 16 696 GR 14 704 12 .3 707 12 93 716.6 14.0 723 .8 14 .54 727.3 GR 14 . 55 732 .5 14 .48 739.7 14 45 745.5 14.2 750 .1 14 .23 750. B GR 14 .57 7S7.8 14.88 765.8 14 82 772.5 NH 5 .03 230 .05 27S .7 .03 327. 3 ,05 351 ,03 NH 833 . 5 ET 9.1 9.1 120 660 XI 30.0 63 .0 225 .3 346 106.2 105.7 109.4 GR 14,0 .0 13 .96 2.3 13 91 5.1 13 .91 8.3 13 .58 25,5 GR 13 ,6 26 .8 13 .34 46.4 13 31 48.6 13 .50 69.1 13 .54 80.2 GR 13 .5 88.9 13 .45 99.6 13 10 110 .0 12 .80 113 .9 12 .32 121.0 GR 12.6 136.1 12.52 141.8 12 62 161.2 12 .63 162.0 12 .52 182.8 GR 12.2 198.8 12 .21 203.5 12 44 220,3 12 .56 225 .3 12 .19 230-0 GR 12 .0 234 ,2 9.21 240 .2 8 65 241.4 8 .60 242 .6 7 .99 254 .8 GR 7- 1 267.3 6,90 269,6 2 29 279.7 2 .10 280.2 2 .10 290.3 GR 2.1 327 .3 7.24 336-1 10 08 341.3 12-9 346 12 .9 351 GR ilO.07 363 11,2 373 12 468 13 568 14 668 GR 14 . 8 758 16.8 763 16 85 764 .5 18 .02 769.6 18 .5 773 .9 GR 18 .77 777.2 18.65 779.6 18 62 782 .6 17.73 788.8 17.5 790.2 GR 17.08 796. 9 16 .64 605.3 16 47 808 .5 16 .66 814.1 16.2 814 .3 GR 17 .02 829.0 17 ,11 831.0 17 14 833 .5 NH 5 .03 254.6 .05 293.6 ..03 343.7 .05 364 .03 NH 919.4, ET 9.1 9.1 189 865 16SEP02 13:22:00 PAGE XI 40 .0 S5 0 246.2 364 115 .7 116 0 115 .1 GR 15 .4 0 17 09 14 8 17. 16 15 6 17 . 31 32 6 17 22 41.3 GR 17 , 1 50 2 17 22 70 0 17 29 91 2 17 .0 110 4 17 59 118.5 GR 17. 82 130 2 17 15 136 1 15 95 139 7 15 .4 141 3 15 41 146. 8 GR 15 44 155 1 15 46 158 0 15 59 170 1 15 .6 172 1 15 88 178 ,0 GR 15 53 185 8 14 28 187 5 14 85 188 6 16 . 5 191 9 16 18 194. 8 GR 15 70 197 7 IS 49 208 6 16 14 212 2 IS . 0 221 6 14 73 225. 6 GR 13 98 231 8 13 83 246 2 13 21 247 5 11 .3 252 9 11 00 254. 6 GR 9 98 262 4 9 02 272 0 8 07 276 2 6 . 9 284 2 6 43 285 .1 GR 2 10 293 6 2 07 319 9 2 06 330 7 2 . 0 343 7 9 07 356 . 9 GR • 12 05 362 1 13 364 13 368 9 . 9 381 10.6 391 GR 11 430 12 521 13 632 14 732 15 819 GR 19 45 850 19 43 851 8 19.2 860 5 19. 20 863 2 18 78 869.8 GR 19 07 876 8 19 44 886 0 19.1 888 3 18 . 42 901 4 19 55 919;4 NH NH ET XI GR GR GR GR GR GR GR OR GR GR GR GR GR GR GR GR 7 579.4 50.0 17,4 17-1 17 .1 17 .0 IS. 1 14.4 12 .6 7 . 1 2 .2 9,5 11 .46 12 . 34 13 . 94 15.63 16.97 16 .64 .03 .051 9.1 78.0 .0 57.2 100.4 173 .3 196 .8 237 .3 275 .5 294 ,4 350.0 394 605.9 669 .6 771.0 843 .4 887.6 928-7 275.5 819.9 9.1 268 .4 17.28 17.08 17. 03 16 .72 14 .90 14 .14 12 .61 2 . 91 5.29 9.8 11. 90 12 . 99 14, 19 16 . 88 16 .04 16.32 .05 -03 366 12 .3 73 .9 101.4 179.5 200.6 255.1 275 .5 3 03.4 • 355.0 438 618.7 701.1 798 .2 854 .4 898.1 936-0 303 .4 946.9 132 ,3 17.28 17.07 17.06 16.68 14.50 14 .08 11.71 2.X0 11.50 10.7 11.96 13.29 14 .46 17.20 15.62 17.64 .03 143.6 16.6 78.6 124 .2 185.7 212.0 261.4 283.0 305.1 366 507 631.2 707.4 811.0 860.6 908 .2 946.9 350 141.8 17.19 17.21 17.06 15.89 14.40 14.96 8 . 91 2. 05 11 .5 10.9 12 .29 13. 60 14 .52 17.46 16.26 ,05 34.4 81.4 124.4 189.2 215. 8 266,5 290,0 349.1 371 588 647 .2 733 .8 819.9 870.1 912.5 366 204 17.17 17.18 17.20 15.56 14.37 16.03 7 .93 2 .05 8.5 11.0 12 .3 13 .7 15.1 17,0 16.6 .03 885 46.2 99.9 149 .6 190 .8 217 . 8 268 .4 292 .8 349.7 383 594 .3 665.0 747 .8 836.4 886. 8 924 .5 NH NH XI X3 GR GR GR GR GR GR GR GR GR GR GR GR 7 664 .2 60.0 10 7.1 6.5 7.5 10 .4 12 .1 12.6 18.8 12,9 16.2 14 . 0 2.0 7.8 .03 .051 97,0 -0 40.3 84. 3 99.4 137.6 187 ,9 215.9 242.8 265.8 290.4 353.6 385 .2 290.4 855 204.4 6.95 6.49 7.58 13 . 07 12.25 12.67 18,24 12 .97 16.31 12 .19 2.03 7.96 .05 -03 369.7 8.3 44.3 84.4 106,9 152.9 188.7 217 .1 250.9 267.4 294.4 363.5 388.6 319.4 984,7 172 .0 6.92 6.52 8.34 12.98 12.29 13.67 14.81 13 .02 15.23 8.28 2.84 7.89 .03 174 .0 11. 0 56.8 88.1 111.2 159.2 191.6 224.5 252.3 280-2 302.8 364.5 402.9 363 .5 173 .0 6.87 6.56 9.63 12,80 12-37 16.13 12.91 14 .75 14.89 3 .68 7-84 7.86 .05 13 .4 61.9 91.0 115.9 163 .4 198.4 232 .4 25S.2 287.1 315 .4 369.7 411.7 376 6.67 7.10 8,86 12 .60 12-52 18.84 12.95 15.66 14.35 2-10 7 .58 7 .92 . 03 25.8 75.2 92.9 124 .6 179.9 204 .4 238,9 257.1 289,7 319.4 376.0 414.0 I I I GR I GR I GR I GR I GR I GR I I XI I GR GR I GR I GR I GR I GR I GR I I I 16SEP02 13:22:00 PAGE 5 .03 81 .05 158.5 .03 232 . 7 .05 355.6 .03 990 130.0 100. 0 81 158. 5 134.9 127 .1 129. 6 32 0 30 5 28 9 26 13 24 16 22 18 20 21 18 24 16 28 14 59 14 71 14 81 12 89 10 92 8 96 6 . 7 100 6 .39 101 3 2.32 119-2 2.28 141 0 2 .27 147 .1 3.0 149 1 5 .23 155 3 6.87 156 .3 11.36 158 5 11.33 165 .8 11.3 168 4 11.39 171 7 11.80 185 .2 11.14 194 9 10.54 200 .4 10.5 205 8 10.43 215 5 9 .86 225.2 9.49 232 7 9.36 238 .6 9.3 243 3 9.17 257 4 9.42 260.9 10 .01 271 6 10.50 285 .7 10 .6 289 1 10.48 298 9 10.26 311.2 9.99 315 4 9.58 327 .4 9.6 334 6 9,55 346 6 9.52 355.6 9.60 361 6 9.74 372 .3 9.9 • 386 7 9 .96 406 0 10 .20 426.1 10 4 436 7 10.75 447,1 10.89 452 8 11.37 463 7 11,50 473 .8 11.34 499 0 11.40 512 ,4 11.25 529 3 11.64 551 8 11.0 562 .1 10.93 589 1 11.12 609.2 11.14 612 5 11.3 627 3 11.45 642.3 11.54 648 4 11.79 661.5 12 .05 670 6 11. 8 678 6 11.56 689.6 11.37 699 9 11.90 713 .9 12 .38 717 7 14-4 732 5 14 .98 737.6 15.84 750 5 16.15 757 .6 16.38 769 2 16.1 776 9 16-37 794.4 16.81 817 4 17-07 826 .4 17.5 841 6 17 .77 860 1 18 .77 879.8 18.97 886 1 20.8 909.8 21.13 913 9 22 .13 925 4 25.35 937.8 25.99 942 1 28.7 956.2 29.37 963 9 29.16 967 7 27 .95 9B3 .5 28 0 988 9 27.99 990.0 3 .03 67 .05 153.5 ,03 1090 4 140. 0 99 0 94 . 8 649 9 280. 0 250 274 4 20 0 18 44 16 65 15 5 67 15.44 67.7 15. 32 69 5 14 .93 77 1 11.10 94. 8 9 0 105 9 7 .85 110.0 7.48 117 9 7. 10 125 5 6 ,57 137.4 6 1 147 8 9 .13 153 .5 9.77 155 0 9 .71 160 6 9-98 163 .3 10 5 170 4 10 .60 174 .3 10 .84 179 8 11 .34 185 7 11.63 192.4 12 4 205 0 12 .57 209.2 12 . 50 212 3 12 .45 216 9 12 .34 218.6 11 9 226 3 11-01 242 .3 10.69 246 4 10.61 250 9 11.01 270.0 11 3 286 6 11.44 293 .4 11 . 70 317 6 11.89 338 5 11.92 346.2 11 9 356 6 12 .01 370.1 12 . 31 391 0 12 .44 401 4 12 .49 420 . 7 12 3 443 0 12 .28 417.1 11.86 471 1 11.55 477 4 10.74 495. 1 10 5 502 0 9.87 515.5 9 . 55 534 8 9.50 536 6 8 .38 553.4 8 5 561 0 8 .97 570.2 9.35 577 4 9.80 596 8 9.76 602.0 9 8 620 7 9.33 626.0 9.63 649 9 9.85 669 2 9.98 680.4 10 1 695 8 10.28 716.2 10.23 733 3 10 .24 745 4 10.43 761.9 10 6 782 1 10 .64 803 .1 10,99 826 1 11.40 840 8 12 .48 857.6 12 9 863 .4 13.89 877.8 13 .61 893 7 14.22 896 .7 15.74 899.1 15 8 901 .9 16.22 907.1 16.56 911 3 16 ,78 916 .2 16.87 926.7 17 .6 942 .7 17.79 948.7 17.96 956 . 9 18 .40 978 .4 18 .44 1004.7 19 .5 1013 .7 20.03 1017.3 20.81 1035 .5 21.70 1041 .5 22.34 1047.9 23 . 1 1058 .1 24.43 1065.8 24.92 1068 . 0 25,61 1071 . 1 27.85 1082.2 29 .0 1090 .4 16SEP02 13 :22:00 PAGE 13 GR 21, 4 1545.6 22 . 15 1548.3 • 22. 59 1549.7 22 71 1555 .4 XI 240 0 98.0 670 .4 784 .1 177 .9 196.1 185.8 GR 48 6 .0 47. 20 2.2 45 59 4.6 44 86 6.1 42 .43 10.4 GR 42 2 19.0 41. 48 21.5 41 06 23 .1 40 59 25.1 39.54 28.7 GR 38 9 49.5 38 . 57 59.3 37 82 130. 9 37 73 182 .7 36 .55 185 .8 GR 35 B 187 .6 34. 50 192 .5 33 04 199. 0 30 64 207.3 30 .22 210.1 GR 29 6 220.5 25. 10 244 . 1 24 66 246.1 24 39 246 .9 22 .63 254 .5 GR 21 4 266.8 20 . 43 277.2 19 77 279.S 19 66 282 .0 19.01 301.3 GR 18 6 309.1 17 . 80 321.6 17 59 327.4 17 33 335.7 16. 90 347 .1 GR 16 1 370.8 15. 97 376.7 15 74 392.5 15 17 421.9 14 .86 434,6 GR 15 9 518 .7 16. 19 522 .2 17 70 545,8 17 58 556.0 16.72 586.4 GR 16 4 589.5 15 , 59 606.8 IS 11 619.8 14 52 638 .3 14.18 658-6 GR 14 0 670 ,4 13 . 31 678 .9 12 53 679.0 8 82 680.6 B .83 689.5 GR 8 9 740.5 9, 30 741.7 10 47 743-5 12 04 753 .9 12 .80 760.2 GR 12 9 761.5 13 . 67 771 .9 14 60 784 .1 14 61 832 .3 14 .96 945.3 GR IS 6 1003 .6 16. 01 IOU .9 16 1020 16 1045 16 .80 1068.5 GR 17.21 1099.9 17 .4 1127.1 18 00 1141-5 18 33 1152.2 17 .51 1221.8 GR 16.58 1245 .1 16 .3 1253.1 15 69 1264.3 15 21 1285.5 15.78 1347.2 GR 17,16 1371.2 17 .3 1394.9 16 19 1413.7 16 16 1419.9 16.21 1421.5 GR 18 .18 1442 .3 18 .3 1444.4 18 86 1464.2 19 38 1467.9 19. 97 1470.9 GR 20.86 1471.6 21 .0 1477.5 21 62 1477.8 22 14 1481.9 22 .41 1484.0 GR 22.89 1484 .3 23 .6 1487.9 24 47 1490.2 XI 250 0 93 .0 66S .0 753 .7 119.2 116.5 111.9 GR 43 1 .0 39 76 6.9 38 90 113 .8 39 79 126.1 40.95 137.4 GR 41 0 143 .8 40 34 155.1 39 71 162 .4 39 32 165.1 36.61 173 .6 GR 31 8 189 .6 29 69 197 .3 27 66 203 .9 27 63 208. 9 27 .57 212 ,8 GR 26 3 216 .5 23 93 224 .5 23 20 226 .6 22 67 229.9 21.97 237.3 GR 20 6 251.4 19 30 266,5 18 94 271.0 18 15 281-4 17.67 297.9 GR 17 2 321.9 16 66 329.4 16 23 393 .7 16 45 503 .8 18 .28 532 .6 GR 18 7 544 .8 19 11 558.5 17 18 578 .8 16 26 587.1 15.09 602.9 GR 14 8 618 .4 14 65 625 ,6 14 43 633.7 13 98 652.9 13.93 655 .3 GR 13 7 661.4 12 99 667.0 12 75 669.0 11 76 676.2 11.78 677 .0 GR 11 1 677.3 8 82 678 .2 9 04 693.7 9 47 718.0 11.00 721.5 GR 11 2 722 .3 11 57 725.2 12 19 731.6 12 74 734.6 14.08 743 .8 GR 14 5 746 .6 14 94 753.7 14 56 771.7 14 53 776.8 14.58 778.1 GR 15 4 802 .2 15 70 831.6 IS 74 833 .3 16 24 851.9 16.55 869.0 GR 15 6 876.2 15 51 885.4 15 66 897.5 16 00 911.7 ,16.44 913 .2 GR 16 5 332 .7 16 16 946.8 15 79 956,0 IS 42 998 .5 16.69 1064.5 GR 18 2 1071,0 21 09 1087.7 22 17 1095.5 21 82 1184.2 22.S2 1210.7 GR 20 6 1221-7 19 51 1229,6 19 09 1233.7 18 48 1238.2 16.72 1253.2 GR 16 2 1276.8 17 43 1300.6 18 .92 1312.5 20 .72 1319.6 21.04 1321.4 GR 23 5 1338.1 23 97 1363.0 24 .02 1368.7 XI 260 .0 88-0 670.9 734.3 93 .2 97.9 94.6 GR, 50 .3 .0 49 77 1.0 47 . 15 7.6 46 .65 9.1 42.97 15 .1 GR 39 .9 19. 9' 40 .01 59.0 40 .69 79.8 41 .26 109.3 41.43 117.5 GR 41 .9 127. 9 42 .12 130.4 43 .41 143-4 43 -79 152.2 43.47 154.8 GR 41 .8 167. 8 41 .68 169. 5 41 .12 177.0 40 . 10 179.5 37 .20 186.5 GR 33 .8 197.0 30 .43 208 .5 26 .44 223.2 25 .99 226.1 25.68 235.0 16SEP02 13 :22:00 PAGE 14 GR 22 .4 247 .2 21-78 250.6 20.39 260.2 19 .63 267.4 19.58 279. 0 GR 20,2 333 .2 19.31 372 . 9 18 .42 399. 6 17 .49 421.4 17 .84 452.3 GR 17.7 514.7 16.96 605 .6 16 .59 613.1 16.04 624 .8 15.62 638 .5 GR 14 .3 658 .7 13 .28 670. 9 12 .75 674 . 8 10. 99 677.8 9.55 678 . 7 GR 9.6 693 .4 9 .54 720.4 10.44 721.1 12.04 723 .2 13 ,9B 734.3 GR 14 . 3 740 . 3 14 .80 765.8 15 .39 803 .2 15 .67 806.6 17.90 833 .7 GR 13 .2 848.4 18 .78 856.7 19.14 873 .7 19.45 881.9 19.B2 885. 6 GR 20.4 8 97 .9 20. 45 944 .6 19.82 956.0 19.40 958 .0 19.23 959. 0 GR 19.2 980.2 19.20 981.8 20.77 988.9 21.15 989,9 21.61 992 ,4 GR 21.8 993 .8 22-47 997,9 22.01 1001.3 19 .86 1013.8 18 .27 1024.5 GR 17 .8 1035.1 17.41 1043 .9 17 .20 1055.2 17 .11 1069,7 16.35 1090.0 GR 16. 0 1095.8 17.01 1114.3 18 .13 1129,0 18 .22 1133.4 19.05 1141.0 GR 19. 8 1152.7 20 .49 1174.2 20.83 1188 .8 ET 9.1 9.1 1 1138.8 NH 5 . 03 625. 9 . 045 745 .0 .03 793.3 .04 998 .6 .03 NH 1138 . 8 XI 270. 0 95 .0 625.9 745. 0 76.1 83 .6 80.5 GR 55 . 0 .0 53 .92 2.6 53 .62 3 .4 47.36 14 .6 44.20 20,3 GR 43 .5 21.7 40.76 27. 4 40.58 31.2 41.28 42 .4 41. 3S 45.0 GR 41. 9 52 .9 42 .20 57 .4 42 .43 61.6 42 .32 77.1 42 ,87 98.5 GR 43 .2 99.4 43 .28 99.7 43 .49 100.4 43 .45 172.7 42.42 187 .7 GR 42. 3 189.0 41.97 190,0 3S.76 209.8 32 .00 221.3 28 .26 233 .7 GR 25 . 5 241 .8 24 .83 245.3 24 . 95 250 .7 24.47 259.1 22.83 269.6 GR 22 .4 272 .4 22 .36 272 .7 21 .78 282 .9 22 .48 315.8 23 .13 320 .9 GR 23 . 6 339.3 23 .24 346 .8 22 .08 351.8 22-52 361.3 22.13 376.9 GR 21.2 390 .2 20.93 393.6 20-63 397-5 20.53 398.8 19.95 406.4 GR 19. 8 410 .3 18 .32 441.1 18 .22 519.9 18-64 566.8 18.28 625.9 GR 16.5 641.7 15.39 651.1 13 .43 668 .1 12 .20 677.6 9.37 691.7 GR 9.3 6 92 ,1 9.29 692 . 9 9.44 702.8 9.34 716.2 15. 85 745.0 GR 16 .2 751.2 16 .23 759 .8 16 .59 774 .6 16 .66 775.1 16. 83 775.9 GR 17.2 777 .5 17.3 6 778 .0 17 .60 779,1 17 .99 780-6 18 .33 793.3 GR 17 ,5 812 .0 17.55 834.7 17.23 846 .6 17.00 854. 9 17.31 873 .0 GR 17 .8 882 .2 18 .08 911.7 18 .03 916.9 17.25 943 .4 17.20 945.0 GR 17 .2 947 .3 15.80 979. 0 15.80 979 .2 16.16 998.6 16.51 1008.7 GR • 16.3 1010,8 16 .84 1018.3 16 .82 1040.4 16.87 1045.7 17.98 1075.4 GR 18 .3 1080 .4 18 .75 1087.0 19.96 1099.4 19.95 1137.3 19.95 1138,8 ET 9.1 9.1 1 1108.4 NH 7 .03 632 . 3 .1345 746.0 .03 801.4 .04 992 .2 .03 NH 1062.6 .015 1089.2 -03 1108 ^4 XI 280 .0 94 .0 632 . 3 746.0 SO. 9 50 .7 50.5 GR 51.7 .0 47.64 9.5 47.33 10.6 44.28 16.0 42. 84 18.6 GR 42 .4 20.8 41.08 31.5 42 .32 39 .3 43 .17 45.7 44.29 51.9 GR 45.0 86.6 43 .56 200.7 43 .17 202 .3 41.79 207.4 38 . 84 215.7 GR 35.7 224.3 33.77 230.4 28.84 243 ,5 26.18 250.8 24. 99 256.8 GR 24.5 258.6 24.15 269.8 23.81 271.7 23.26 281.1 23.74 355.1 GR 22 .4 359.0 22 .00 361.3 21.66 377.8 21.10 387.3 20.63 402 .2 GR 20.3 406.0 19.75 411.2 19.20 418.6 18.71 431.4 18.15 447,4 GR 17,7 463.1 18 .01 547 ,0 16.73 632 .3 16.32 636.3 14.61 660.2 GR 13 .9 666.7 11.65 683 .0 11.01 685.3 9.68 694.4 9.34 724.6 GR 9.3 726.1 9.57 726.8 12.37 738.8 13.72 740.3 15. 79 746.0 16SEP02 13:22 :00 PAGE 15 GR 16.1 757.3 16.33 766-2 17.81 779.2 18.24 801.4 18-18 826-7 GR 16 .9 834 .6 16 .32 838 .1 15.80 • 842.7 15.73 845.3 14.77 854 .7 GR 12 .7 872 .2 13 .00 876.6 13.55 902.5 14 .36 944.5 13 .39 974.8 GR 12.1 992 . 2 12 .63 999.0 12 .89 1001.4 17 .29 1002.0 17 .22 1009-2 GR 17 .2 1013.S 14 .21 1014.2 14.33 1014.8 16.04 1025-0 16.53 1028.1 GR 16 .9 1030.6 17.44 1033 .8 17.99 1037.3 18.22 1038.7 18 .89 1045.4 GR 19 .3 1048 .2 13 .35 1057 .2 17.80 1062.6 17 .33 1065.1 16.96 1067.1 GR 16.5 1068 .4 12 .66 1079.9 12 .70 1080.4 12 .73 1080.7 15 .27 1037 .4 GR 18 .4 1089.2 19.36 1089.3 20.19 1106.1 20.23 1108.4 ET 9.1 9.1 1 853.3 m 4 .03 276. 9 .045 367.8 .03 805.5 .015 853 .3 XI 290,0 98 . 0 276. 9 367.3 335.4 326.2 330.3 GR 22.0 .0 21.65 5.1 21.61 5.8 21.30 8.8 20.45 17.5 GR 20. 3 18 . 8 20.16 20.4 20.08 21.6 17 .82 47,4 17.71 50.6 GR 17.5 53.6 17.19 66.1 16,49 81.8 16.43 82,7 16.26 109 .6 GR 16,2 121. 3 16 .09 14 9.6 15.57 159.3 15.69 162 .4 15.78 175 .0 GR 15, 9 192 .1 IS .94 204 .1 16.07 212 .5 16.60 229.5 16.93 239.3 GR 17 .0 239, 8 17 .36 250.2 17.70 259.3 17 .73 263.6 17.76 273 .2 GR 17.7 276. 9 17.35 280.1 16 .69 289. 0 14 .63 298.9 13-78 304.5 GR 11. 1 319,4 10.30 324.6 9.60 328.4 10.40 349.2 10.46 351.1 GR 10.8 351.7 14 .41 366.4 14.64 367.8 14.74 375.8 14.74 388.7 GR 15.1 399.2 15 .23 403 .1 15.49 418.5 15.29 430.6 - 16.02 460.1 GR 16.1 465 .3 16 .10 467 .3 16,41 478. 7 16.52 517,0 16.30 539.6 GR 16.1 548 .5 16 ,26 555.0 16.61 564.2 16.57 572.1 16.88 593 .6 GR . 16. 9 598.3 17 .23 609.3 17.44 616.7 17.76 623 .2 17.78 625.4 GR 13.0 636.2 18 .06 640.5 18.44 655,9 18 .52 664.6 18.64 667 .8 GR 18. 8 679 . 3 18 .54 694.1 18 .23 700.6 18.17 726.5 18.30 733 .2 GR 18 .8 757 .1 19,13 770.9 19,14 773.2 13.96 785.0 20.39 799.0 GR 20, 8 805. 5 20 .46 810.7 19.79 816 .1 19.65 817-2 19.32 820.2 GR 18. 6 827. 4 18 .19 830.4 18 .15 830.4 17.77 831-3 17.21 832 ,7 GR 16. a 833 .5 14 .56 838.7 16.20 842. 6 18.44 847.7 22.81 849.2 GR 23 . 1 849.2 23 .16 849,9 23.16 853 .3 NC .03 .03 . 045 XI 300.0 92 . 0 181.5 276.3 382 .5 391.0 387.2 GR 25 . 6 .0 25.62 2 . 9 25.62 3.5 24-55 7.4 23.80 9.8 GR 22 .8 14.8 19.72 27.1 18.96 31,8 19.05 48.5 18.92 51.3 GR 18.0 70.8 17 .60 75.1 17.53 75.8 17.50 94.3 17.93 103 .3 GR 18.1 106 .8 19.42 129.4 19.58 132,9 19.89 142.8 19.93 155.3 GR 19.7 165.3 19.57 167.8 19.48 169.3 19.41 170.4 19.35 171.3 GR 19.2 181.5 17 .56 191.5 16.48 196 .2 16.00 197.7 14.73 204.3 GR 13.2 212 .2 13 .10 212.3 10.45 220.8 10-69 237.2 10.74 243 .3 GR 13.4 252.3 13.66 2S3.6 14.85 262.6 15.01 265.1 15.74 275 .3 GR 15.8 - 276.3 15 . 97 277.9 16.17 284 .1 16.47 304.7 .16.53 309.8 GR 16 .6 313.9 16.85 324.7 16.87 336.2 16.88 337.6 17.37 366.2 GR 17 .4 366.6 17. 38 367.3 17.72 394.0 17.75 411.2 17.43 419.7 GR 17.4 422 .3 17.46 426.2 17.79 432 .1 17.81 432 .6 17.97 464.0 GR 17.9 498.0 17.84 533.0 18.23 539.8 18.27 541. 0 18.57 550.6 GR 18 .6 560.8 18 .76 564.8 19.09 575.3 19.10 584.1 19.11 586.8 GR 20.0 616.2 20.07 617.7 19.70 619.2 19.84 623 .7 19.92 627.7 GR 20.4 649.2 20.41 .651.8 20.55 657.1 20.-65 660.8 21.06 676-2 16SEP02 13 :22;00 PAGE 16 GR 21.2 683 .6 20. 94 • 686.4 21 78 703 ,7 21. 73 710.9 21.72 714.4 GR 20.6 733 . 3 20. 66 735 .1 21. 38 743 ,7 33 . 22 763 .9 33.99 765.9 GR 35.3 768 . 7 35. 30 768.7 XI 310,0 96 . 0 343 .8 392 .2 354 .4 363 .6 358 .2 GR 29.4 .0 24. 56 14 .1 23 39 16.8 23 37 21.7 22.09 32.8 GR 22 .2 43 . 7 22 04 44 .6 19. 75 61.4 19-71 63 .3 19.44 80.8 GR 19.3 92 .7 19. 29 107.5 18 86 121.4 18 72 124.5 18 .58 129.0 GR 18.5 139 . 0 18 87 148 .9 18 92 149.8 19 38 163 .0 19.44 169.7 GR 19 .4 186 .2 19 74 194 .6 20 02 238. 7 19 99 249.0 18 .31 263.9 GR 18 .1 269.1 18 15 276 .7 17 80 290.8 17 77 292.5 17 .79 303.2 GR 17 .0 316.1 16 79 320 .2 16 71 323.1 16 50 325.8 15.12 343.8 GR 14 .3 346 .0 12 80 351.6 11 69 356.2 11 54 356.5 11.53 360.7 GR 11.6 380 .5 12 73 383 .9 13 39 387.4 14 94 392.2 15.58 406.9 GR 15.7 422.3 15 86 447.4 16 16 455.6 16 35 462 .7 16.24 493 ,8 GR 16 .6 516.0 16 64 524 .7 16 16 548.1 16 24 552 .3 16.39 553,3 GR 16 .6 556. 3 17 07 585 .5 17 09 587.5 16 92 619.9 16.73 621,0 GR 16 .7 622 .3 17 38 653 .9 16 93. 657.4 16 99 657.6 17.27 665-4 GR 17 .9 678 .8 17 89 689.4 18 19 705 .5 18 23 707.5 18-51 720.1 GR 18 .5 721.5 18 66 727 .2 19 01 747.0 18 95 749. 9 19.14 762 .8 GR 19.4 777 . 9 19 62 777.9 19 85 778 .3 19 85 788.5 19.94 798 . 9 GR 20.3 815 .0 20 29 816.4 20 52 820.1 20 85 825. 9 20 .95 827 .6 GR 21.6 838 ,4 21 87 842 .5 24 60 859. 0 25 69 868 .5 25.81 869.7 GR 25 .4 877.0 - 25 24 880,5 25 17 886. 9 30 90 910. 5 31.02 911.1 GR 39.9 927 ,7 XI 320,0 97 . 0 344 . 3 471.7 341.8 342 .0 338 .9 GR 27.7 ,0 27 60 .3 27 10 2.2 26 59 4.7 26.54 4.9 GR 26 . 3 8 .8 25 95 12 .1 2S 24 15.7 23 86 20.2 22.54 24 .2 GR 22 .2 34 . 3 22 15 34.8 22 13 34.3 21 65 42.5 21.63 50.5 GR 21.4 80 .1 21 45 107.8 21 46 108 .0 22 18 113 .1 22 .17 115.9 GR 22 ,8 122 .4 22 60 133 .9 22 46 139.0 22 68 156.9 21.97 164.7 GR 21.8 170.7 21 68 200.4 21 32 217.9 21 42 223.2 21.47 236.1 GR 21,9 245.3 22 33 258-6 22 44 264.4 22 49 267.9 22 .69 271.9 GR 23.4 28B .1 23 74 295.0 23 58 302 .6 23 62 311.2 23 .31 318.2 GR 23.0 326 .9 22 41 333-8 20 53 344 .3 19 as 347.4 19.68 349.1 GR 17. 3 367 .6 16 79 371.1 16 74 371.4 14 .07 387.8 13 .04 394.6 GR 12 , 9 396 . 0 12 90 400.4 12 75 406-9 12 .53 421.0 14.63 428.6 GR 15.9 435 .5 16 .45 437.6 16 -57 438 .5 16 .65 439.5 17.02 443.6 GR 17.9 453 .3 18 .02 , 456.2 18 .31 458 .5 19 .66 471.7 20.29 479.0 GR 20.4 500 .2 20 .19 503 .3 19.44 514.9 19 .78 531.7 19.89 543 .9 GR 19. 9 546 .2 19 .09 554.6 18 .60 559.9 18 .43 592 .0 18.49 609.0 GR 18.6 618 .5 18 .84 633.3 18 . 91 634 .8 19 .23 659.5 19.30 664 .4 GR 19.5 670 . 0 19 .59 675.7 19 .73 689.8 20 ,04 708 .5 19.89 766.3 GR 19.9 772 . 3 19 . 90 781.2 20 . 18 80S .8 21 .03 825,0 21.28 832 .7 GR 21.8 837 .2 22 .81 844.0 23 .33 846-1 29 .80 872.5 35.32 885.3 GR 40.6 895 .6 42 .65 901. 5 16SEP02 13:22;00 PAGE 19 GR 21 2 160 6 22 00 16S 5 22 33 168 1 22 30 166 4 22 56 169.0 GR 22 7 179 0 23 27 187 3 23 47 194 8 23 48 195 3 23 51 207.1 GR 23 € 216 3 23 67 219 5 23 38 226 7 23 62 247 4 23 73 255.9 GR 24 0 269 9 24 10 280 4 24 27 299 0 24 43 307 6 24 53 322,1 GR 24 7 329 1 24 68 329 9 24 90 344 7 24 96 346 1 25 59 361.9 GR 26 4 381 8 27 20 395 0 28 29 417 7 28 68 424 9 29 33 429,1 GR 29 2 430 4 29 01 435 5 28 83 437 5 27 24 460 9 27 13 463 -1 GR 27 0 470 9 26 70 488 1 27 01 504 3 26 91 509 9 26 35 536,2 GR 26 7 543 0 26 77 545 2 27 01 547 2 27 65 562 0 28 07 574.4 GR 28 2 578 7 28 41 583 9 28 86 599 5 29 10 605 4 29 21 609.6 GR 29 0 614 1 28 68 627 2 31 14 628 6 33 17 631 5 33 25 633 .0 GR 33 2 634 8 34 09 648 6 34 18 650 6 34 98 652 2 39 27 658.8 GR 53 4 678 0 NC .03 .03 .045 XI 390 0 99 0 349.7 407 1 237.7 267 6 285.1 GR 36 0 0 36 04 1 35 47 9 8 34 99 15 2 34 86 20.6 GR 34 9 20 6 34 48 31 5 34 34 34 9 34 08 37 8 33 58 45.6 GR 33 5 47 1 34 09 52 1 34 14 52 3 33 95 60 7 33 03 70.4 GR 33 0 70 6 32 77 74 3 31 92 87 2 30 79 89 8 30 15 • 91.3 GR 29 6 92 7 29 42 93 1 28 52 95 0 28 86 95 9 28 94 96.1 GR 29 1 96 5 29 17 96 9 29 38 97 4 29 48 97 7 29 70 98.4 GR 30 1 99 6 30 55 101 0 31 19 103 0 31 12 104 3 30 91 109.5 GR 30 8 112 9 30 51 121 0 30 14 130 1 29 90 136 5 29 85 137 .6 GR 29 8 142 1 29 01 162 6 28 54 174 2 28 03 198 2 27 67 210.1 GR 27 6 214 3 27 18 228 8 26 45 247 6 25 93 257 5 25 72 264 .9 GR 25 4 275 6 25 47 280 3 25 44 293 8 25 27 3 04 5 25 10 334 .4 GR 24 9 349 7 22 34 354 7 21 35 35G 5 21 29 357 8 20 45 372.3 GR 20 2 377 0 20 16 381 8 23 95 399 6 25 67 407 1 25 25 423 .3 GR 24 9 433 9 24 99 443 3 25 18 458 0 25 21 466 5 25 22 500.3 GR 25 1 531 1 25 27 548 4 25 42 564 8 26 90 582 7 27 32 588 .3 GR 27 5 590 3 27 90 593 2 28 01 593 8 28 17 595 0 28 28 595 .6 GR 28 4 596 6 28 53 597 5 28 71 596 6 29 09 601 2 29 08 606.0 GR 28 9 622 9 28 56 627 6 27 57 637 1 27 23 643 3 29 63 651.1 GR 30 7 653 6 32 40 657 9 32 49 660 1 32 63 665 7 32 72 675.1 GR 34 3 678 1 43 87 695 3 45 47 697 7 47 73 701 3 XI 400 0 46 0 124 . 9 248 2 320.0 286 8 302.8 GR 54 .7 0 52 .85 5 .3 50 51 12 8 38 07 42 6 36 66 46.9 GR 35 .5 51 2 33 .31 56 .9 32 .93 58 3 32 65 67 1 32 .63 78.6 GR 32 .2 86 .2 32 .22 87 .6 31 .95 83 .8 31 62 90 0 31 .86 92.4 GR 31 .6 93 .4 31 .31 106 .1 31 .08 110 .6 30 46 124 .9 23 . 84 150.2 GR 22 .7 154 .0 22 .66 156 .5 22 .79 176 .7 22 45 182 .0 22 ,23 196 .7 GR 22 .1 2L1 .5 22 .43 214 .2 22 .50 214 .5 22 .76 217 .8 22 -78 218 .6 GR 23 .3 219 .6 30 .46 235 .9 35 .68 248 .2 36 .03 249.6 36 ,22 254 .7 GR 36 .4 261 -6 36 .21 264 .6 36 .00 271 .1 35 .70 273 .4 37 ,04 278 .2 GR 40 .5 289 .2 41 .50 292 .4 45 .93 3 02 .4 48 .33 307 .8 52 -53 316.6 GR 54 .0 319 .6 16SEP02 13:22:00 PAGE 24 GR GR GR GR GR GR GR GR GR GR 34 .3 36.4 30 .7 27.9 23 .9 29.0 31.5 32 ,0 31 .5 41.1 175,7 187 .9 220.9 259.9 280 .2 318 .8 346 .2 3 96 . 9 431. 9 444 .6 35.11 35.41 30 .17 27.83 26.47 29.34 33 .43 31.29 31.59 41.19 •176,7 192.0 228,0 260.4 283 .8 324. 8 357.3 410-1 432 .9 455 .2 35.15 33.96 29.17 27 .66 27.47 29.57 33 .78 30.96 31.97 177.7 200.1 241.1 262.4 285.3 329.4 359.8 414.1 433.4 35.51 31.45 29.02 26 .66 28 .29 29.78 33 .62 30.96 34 . 90 180.8 215.3 243 .7 274.6 306.6 330.9 365.4 424.3 434 . 9 36.70 31.42 28 .03 2S.89 28.48 30.90 33 .29 30. 95 39. 52 185.8 215.8 257 .9 276.2 310 .6 342 .1 376.1 426.3 442 .0 XI GR GR GR GR GR GR GR GR GR GR GR GR GR 500.0 41,8 36 .3 33 ,2 32 .2 31,6 30. 1 25.4 28 .7 30. 1 30.3 31.6 35.2 42 . 8 65 .0 .0 31.S 59.3 100 .7 168 .3 227,4 251.5 259.9 289.8 349.5 388.8 420.3 437 .0 233-7 41.75 35 .25 32 .13 32.13 31.41 30 .03 25.41 29.60 30.08 30.37 32.44 36.50 42 .83 267.3 2.6 43.0 75-0 116 .9 174 .0 230.5 254 .1 267.3 297 .7 356 .3 395.6 421.8 438 ,6 159.6 41.63 34.30 32.08 31.89 31.01 29.75 25.39 29.95 30.05 30.75 32-53 38 .05 42.98 157.7 7.8 46.7 76,0 130.0 189.2 233 .7 255.7 284.0 311.8 377,8 398 .8 423 .4 441.2 157.7 36.34 33 .45 32 , 09 31.98 30.80 28 .78 28 .15 30.03 29,99 30.80 32 .63 42 .08 42.79 31.4 50.4 78.6 142 .6 196.0 244.7 257.9 286.1 316.5 381.4 402.5 430.2 452-2 36.33 33.26 32 .21 31.67 30.32 26.82 28 .60 30.05 30.05 31.14 33 .55 42. 82 42.76 31.5 58 .2 94.9 165 .6 209.1 248 .9 258 .4 287 .2 333 .8 384 .1 409.8 431.7 456. 9 NH XI GR GR GR GR GR GR GR GR GR GR GR GR GR GR 2 510.0 S3 .8 40. 3 36.2 34 .8 33.8 32 .3 27.7 29.4 32 .0 32 .8 32.8 33 . 0 34.0 34.6 -OS 70. 0 .0 42-8 76.2 116 .8 176 . 3 229.7 257.5 266.9 293 .1 364.2 409.8 471.0 503 .9 547.2 76.2 245. 8 48 .29 39 .44 36.03 34.70 33 .77 32.20 27.70 30. 17 32.25 32.78 32 .86 33 .10 34.02 35.69 .03 278.6 16 .2 47 . 3 80 .6 122 .3 179.6 233 .0 257 .5 268 .1 315.9 377.1 432 .1 472 . 1 507 .8 550.5 593.4 184 .2 48.12 37.97 35.88 34.60 33 .27 31.77 27.67 30.39 32 .76 32.80 32.92 33.20 34.34 44.33 189 .1 16-7 54 .0 85.0 128.4 198 .0 245.8 258.0 269.1 339.3 387.0 440.5 473 .8 520.0 575.0 187.9 48 .06 37.71 35.53 34.11 33 .01 30.88 27.27 31.27 32 .76 32.78 32.95 34.53 34.26 45,37 17.2 55.1 89.0 149.6 204 .7 249.6 263 . 1 278,6 340.3 408.2 452-6 496.1 530.5 583 . 9 43 .24 37 .58 34 .31 33 .87 32.44 29.54 28.48 31.57 32.77 32 .78 33.03 34.40 34.53 46.06 32.8 57.3 99.6 174.6 224 .6 255.8 265.3 279.2 341.4 408.7 469.9 497.8 545.0 593.4 NH XI GR GR GR GR GR GR 2 520. 0 63,4 56. 3 50.8 42.6 38.6 36 . 6 .05 98 .0 .0 17.4 39.0 76.4 112.2 143. 6 53 . 8 197,0 62.05 54.27 49.56 42.31 38.28 36.10 ,03- 207.0 2,1 20.6 42.7 76.9 118.6 147.0 730.6 258.1 59.93. 54.02 45.51 42.06 38.05 35.56 264.3 4.8 21.1 53.8 79.5 127.0 155.4 261.5 57.43 53.67 45.20 40.60 37.85 35.18 8.5 23 .7 61.2 93 .8 132.2 160 .7 56.67 51.94 44.87 39.93 37.77 35. 02 14.8 35.3 . 70.1 100.1 136,5 163 .4 16SEP02 13 :22:00 PAGE 25 GR GR GR GR GR GR GR GR GR GR GR GR GR GR 34 .8 31 ,8 31.8 34 .5 35. 3 36 . 0 36 .5 36.3 36. 9 37.2 37,7 37 .1 44 .4 46.9 169.7 198.1 207 .0 242 . 9 302-4 338 .3 388.3 445.2 509.0 560,6 598 .1 648 .6 692.8 718.2 34 .39 30,69 33.75 34.55 35 .35 36 .29 36.26 36.41 36.91 37.80 37.67 36.99 46.66 46 .98 182 ,3 199.7 219.7 245.0 307.7 349 . 8 400.4 455 .8 519.5 573 ,8 610.7 654.4 701.3 726.5 34 .32 30 .68 33 .91 35 .01 35.42 36.57 36.05 36.67 36.77 37 ,48 37.81 38.23 46.82 47.02 186 .6 201.3 220.8 265.0 316.1 363 .0 423 .0 473 .7 532.7 579.6 617 .0 662 .3 705.0 730.8 33 .22 30.66 34.11 35.15 35.74 36.74 36 .05 36.81 36.66 37.33 37.59 39.60 46.83 192 .8 205.5 221.8 274.0 329.3 371.5 423.2 432.7 545.9 582.2 628 .6 670.2 707.6 32.47 31.78 34.31 35.33 35.85 36.69 36.05 36.93 36.80 37.44 37.39 41.21 46.88 197.0 207.0 232.3 286.1 333 .0 380.4 423 .7 496.3 553.3 588.5 641.2 679.7 712.4 NH XI GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR 2 530.0 70 ,1 53 .6 50.0 42 .7 34 .3 37 , 6 39.0 39.2 40 . 3 40 .5 41,3 40. 9 40.3 41.0 41.8 44 .1 52 .9 .03 82 .0 .0 31.7 54.5 82 .2 110.3 133 .1 186.1 229.7 277.0 286.4 312 .9 347.2 398,1 450 ,5 506.1 537.3 568-0 549.2 104.5 65 .52 S3 .06 49.82 42 .06 31.89 37 .74 39 .01 39.27 40.56 40.44 41.42 40.51 40.26 41 .56 42 .10 45 .69 53 .12 .08 135.7 9.4 33.2 54 .7 90. 0 113 . 9 135.7 188.2 237 .5 278 .0 286. 9 320 .1 361.2 401.2 472 .3 515 .0 539.4 591.8 591.8 291.8 65.32 S3 .07 45 .55 40.68 35.40 38 .56 39 .11 39 .50 40.59 40.62 41.35 40 .53 40 .33 41.61 42.69 46.21 283.4 9.9 35.4 68 .2 96.2 121.2 155-5 203 .8 253 .6 230.1 290-0 326 .9 363 .8 404 .8 473 .9 52S.3 548 .2 290 .8 63 .94 53 .04 42.73 38.70 36,67 38 .63 39.15 40. 14 40.57 41 . 03 41.43 40.50 40,64 41.63 43 .50 46.27 12.5 46 .3 81.7 104 .5 124 .3 163 .7 210.5 266.1 283 .3 299.3 334.2 369. 5 424 .6 475.5 534.7 54 9.2 58 .29 50,16 42 .68 35.97 36.83 38.63 39.16 40 .12 40.53 41.11 41.00 40.39 40.99 41.80 43.77 48 .52 22.4 54-0 81.7 107.7 124 .8 168 .5 211.5 274. 9 285.3 308.2 341.5 382-5 439.6 496.8 536.3 555.5 NH XI GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR 3 540.0 33 .0 71.2 62.3 61.8 44.6 43.0 42 .4 41.7 42.5 41.6 36.9 40.7 41.8 42 .4 43 .3 .03 67 .0 .0 26.2 50 .3 96.0 154.4 190.7 228. 6 267 .5 303.3 364 .9 388 . 5 400. 6 466. 9 521. 7 563,8 600.6 384.3 82 .35 67.39 62 .17 61.67 43.52 42.77 42 .42 41.76 42.55 41.15 37.05 41.48 41.88 42.38 44.61 .08 400.6 1.4 33 .4 63.9 ,106.0 158.1 195.5 228. 6 274 .4 316.6 370.1 389.7 420. 6 483.3 541.6 594.7 639 316.8 81.23 66 ,79 62 .16 61.44 43 .38 42 .66 42 .05 41.78 42.39 40.95 37.47 42.22 41.99 42 .87 44.89 .03 307.7 3.5 34 .9 67.1 111.8 173 .4 198.6 244 .4 276 .5 326.4 374 .3 393.8 436.0 491.2 566.4 600.6 670.6 314.4 79.54 65 .95 62 .16 57.68 43.37 42 .48 41. 99 41.84 41.79 40-69 38 .96 42 .21 42.15 42.91 44.88 7.6 38 .1 68.6 121.3 174.4 200.2 249.1 278.6 341.2 384.3 396.5 440.1 502.2 567.9 602 .7 74,41 65.22 62,08 57,08 43.31 41.68 41.37 42 .61 41.81 37.67 39.97 42 .17 42.29 43.19 45.09 19.3 40.8 72.9 122.8 176.5 211.7 252 .8 297.5 348 .1 387-5 398 .5 443 .3 513.3 583.2 604.3 16SEP02 13:22:00 PAGE 26 GR 47.3 615 .8 48.56 623.7 49.13 625.8 48 .84 627.4 47 .95 631.6 GR 51-4 639.0 55.26 648 .0 56.19 650. 6 56.34 657 .4 56.56 659.5 GR 57 .8 663 .7 60.11 670.6 NH 3 .03 103 .2 .04 255.1 .03 774.3 XI 550 ,0 96.0 400 .4 515.3 236.5 235.2 231.0 GR 69.3 .0 68.00 2.7 62.76 14.9 61.64 17.7 61.68 18.7 GR 61.7 23 .2 59.81 28.7 59.57 29.8 58.96 37. 0 58.30 33.7 GR 58 .0 42.5 55.91 52.5 54.87 58.6 53.18 69.0 53 .19 81.2 GR 53 .0 93.3 53.06 95. 0 53-27 103 .2 S3 .56 114. 9 S3 .68 126.0 GR 54 .0 134.2 54.09 140.9 53.79 150.8 53.68 152.4 53 .60 159.1 GR 53 .4 165.1 53 . 37 167.4 53.16 172.4 53.13 174.5 52 .87 185.0 GR 52 .9 191,7 52.41 194 .4 51.85 201.6 51.03 208.3 50.06 213.7 GR 49.4 219.2 48.26 227.5 48.10 235.8 47.59 255.1 47.47 256.8 GR 47 ,2 261. 8 47.13 263.4 45.47 295-5 45-37 298 . 3 45.45 307.1 GR 45 .2 310.3 44. 86 312 .6 46 317 49 322 49 340 GR 46 351 44.58 360.1 44.45 361.1 44.37 361.7 43.2 376.1 GR 43 .23 396.5 43.37 400.4 43 .08 400.9 42.24 401.5 42.3 440.7 GR 42.25 449.5 42.27 509.1 42.27 510.8 42.27 Sll .9 43 .1 513.5 GR 44 . 10 515.3 44. 03 526. 3 44.03 529.1 44 .03 531.2 44.1 551.7 GR 44.11 568 . 3 44. 06 580.4 44.06 593 .6 44.30 613.5 44 .5 619.6 GR 45.90 640.6 46.21 643 .3 46.60 647.2 47.14 653 .3 47.3 660.4 GR 47. 32 662 .6 47. 50 663 .7 47.80 665.4 50.83 685.3 53 .4 702 .9 GR 54 .39 710.1 53.66 713 .5 52.99 716.2 55.21 722.. 3 56.5 726.2 GR 58.68 733 .3 62-41 745.0 67 .77 764 .2 • 68-09 765.4 69 .4 769.2 GR 70.90 774.3 NH 2 .045 83 .6 .03 773.3 XI 550.0 100. 0 357 461.8 109.7 111. 1 105.0 GR 70.7 .0 70.26 1.0 70.05 1.3 69.23 2.8 60.08 18.3 GR 59. I 20. 0 56. 55 26-5 56.74 34.2 56.72 34 .3 54.20 47.4 GR 52.2 57.9 52.10 59. S 50.97 74 . 9 51.06 83 .6 50,48 91. 9 GR 50. 4 92.4 49.47 94.6 48.94 95.7 48 .94 97.4 49.15 108 .3 GR 49.5 110.0 50.10 112 .2 50.32 113 . 8 50.56 116 .6 50.73 120.4 GR 50.2 144. 0 50.15 149.5 50.36 169.8 48 .97 181.3 47 .46 189.0 GR 46.5 190.6 45 .56 192 .4 45.56 193.4 45.55 254 .4 45.55 256 .0 GR 45.6 256.5 46.57 259.3 46.48 264 .3 46.37 273 .6 46.21 287.8 GR 46.0 • 296.0 45.49 311.5 46 315 48 323 49 327 GR 49 348 48 352 46 357 45.16 362.5 42-73 372 .9 GR 42 .24 375.1 42.25 398.7 42.3 404.7 42 .25 413 .5 42.26 436.1 GR 42 .26 438.3 42.51 441.6 43 .9 447.6 45.80 458.0 46.50 461.8 GR 47.54 468.4 48.69 476 .1 50.0 485.4 50.17 487.1 48.31 490.9 GR 47.95 492.0 47.99 492.6 47.7 503 .0 49.74 505.8 50.00 506.3 GR 50.01 506 .6 50.32 524.6 49.8 531.8 50.33 549 .3 50.45 551.6 GR 49.92 555 .3 48 .5 559.2 47.58 560.9 47.31 571.8 47.59 574.0 GR 48.23 574.6 48 .09 590.0 47.48 598.1 46.14 610.8 46.24 623-9 GR 46.2 646.5 46. 04 664.6 47.11 672 .8 49.90 692.0 50.49 696.9 GR 53 . 6 717. 3 54 .00 720.0 56.44 732.1 56.14 735.3 56.05 736.4 GR 62 .8 750.7 62 .97 751.2 63 .29 751.9 65.40 758. S 70.29 773 .3 16SEP02 13;22:00 PAGE 27 NC ,03 .03 .03 XI 570 .0 100. 0 347.6 475-7 271.0 198 .7 193 .6 GR 86 .1 .0 85 .53 1 0 85.36 1.5 84.88 2 0 84 . 45 GR 85.2 4.6 85 .50 5 6 85 ,77 7.7 85.90 8.7 84. 60 GR 84 ,3 14.9 75.05 28 7 71.05 35.9 65.43 46 1 63 56 GR 62 .8 51,7 57 . 02 64 5 53 .42 72.2 54.00 79 4 54. 35 GR 54 .3 87. 1 54 .88 105 0 55 .01 112.2 54.83 133 6 SS 05 GR 55.3 150.5 54. 35 163 8 S4 .31 164.9 54 .35 177 7 53 80 GR 52.7 193 .0 52 .07 197 6 51.99 200.2 51,80 204 3 51 44 GR 51.3 213 . 5 51.09 220 7 50.44 235.0 50.31 243 2 50 29 GR 49 .9 264.7 49.74 272 4 49.55 286.7 49-09 305 1 49 00 GR 48 .9 315.4 48.15 337 9 47-69 347.6 47.10 356 9 45 86 GR 45 .5 361. 5 45 .54 467 4 45.54 469.5 45,54 471 5 45 99 GR 47 .8 475 . 7 48 .69 480 2 50.39 490.5 50.48 495 1 50 77 GR 51.0 510.8 51.04 513 8 50.16 533.5 49-75 538 1 49 49 GR 47 .8 558. 3 47.82 558 .3 47-80 558.8 47.40 567 9 47 08 GR 47 ,4 590.7 48 .26 597 .3 49.06 606,9 49.62 612 4 49 39 GR 49.2 630. 6 48 .86 633 .7 48.19 647-8 47.56 658 .4 47 55 GR 47.3 670. 1 47.01 691 -3 46 ,98 697.4 46.80 703 .9 46 .31 GR 46 .9 749.0 47.00 778 .3 47 .85 800.5 48 .10 804 .1 48 .94 GR 50.5 819.2 53 .02 830 .4 53.01 830.9 52.90 836 .9 56 .94 GR 58 .8 849.6 58 .78 851 .6 58 .96 855.7 63 .91 866 .3 67 .14 3.0 13.9 50.2 63 .5 142 .9 184 .4 209-9 246 .3 309.8 360 . 9 472 . 0 502.7 541.6 576. 0 627 .6 660. 0 742 .9 810.1 845.6 873 .4 ET 9. 1 9.1 265 485 NH 4 .03 312 ,4 ,015 342 .7 .04 460-7 .03 710.1 XI 580 .0 94 . 0 330. 3 342 .9 279.4 246.0 247.5 GR 71.6 . 0 71.51 4.9 71.36 16.3 71.40 22.3 71 .38 27 .7 GR 71.4 28,8 71.54 34 .8 67.85 42.4 67 .51 43 .4 61.81 53.2 GR 60 .6 54. 9 56.97 61.9 56.85 61.9 54.46 66.8 54 .94 68 .4 GR 55.9 72. 7 55.26 83 .1 54.87 89.1 54.73 91.3 54.63 93 .4 GR 53.8 109.7 53.77 110.3 S3 .76 110.4 53 .72 120.1 53 .72 120.2 GR 53.3 131.1 53.03 147.4 52.67 1S4.9 52.74 159.9 51.94 180 .4 GR S1.8 195. 1 51.75 203 .8 51.40 223 .8 51.39 224 .4 51.36 226.1 GR 51.4 247. 7 51.45 258 .1 51.46 263.0 52.46 272,7 53 .03 279.2 GR 53-4 283.5 53.34 287.4 53.04 296.6 52.73 300.9 S1.77 311.3 GR 51.7 311. 8 51.73 311.8 51-68 312.*" 49.50 330.3 47.79 333 .0 GR 47. 1 334.1 47 .08 338.4 47.10 338.9 47.38 339.5 49.17 342.7 GR 49,2 342. 9 49 .34 343 .4 49.68 345.1 49.72 346.1 50.03 354.8 GR 50.3 370. 5 50.16 383.5 50.19 388.4 50.19 391.7 49.30 431.3 GR 49.2 434.0 49.17 435.6 46.98 456.3 48 .91 472.0 48 .95 480.7 GR 49.2 498 .6 49.23 507.2 49.07 517.1 48.95 527.9 43.91 541.5 GR 49.0 545.8 49.11 551.3 49.21 554 .5 49.31 559.4 49.26 565.3 GR 49.2 569.0 49-15 565,2 49.95 599.9 50.01 603.0 50.43 606.6 GR 52. 0 626 .5 61.29 663.1 62.6,3 671.4 63,63 675.1 63.37 676.1 GR 62.9 680-3 66.48 694.9 69.05 706.9 69.62 710.1 16SEP02 13:22:00 PAGE 28 ET 9 1 9 .1 65 135 NH 5 . 03 94 .2 .015 109.3 .03 260 .5 .04 343 .5 .03 NH 565 2 XI 590 0 98 0 44 .7 140 0 255.4 251 1 248 ,9 GR 58 3 0 58 . 19 6 3 58.13 8 3 58. 02 16 1 57 87 23.4 GR 57 5 36 4 57. 32 44 7 56 .09 55 7 55. 57 59 8 54 83 73.4 GR 54 5 77 0 54 . 32 77 6 52 .70 92 1 52 70 94 2 51 62 96.2 GR 49 7 99 4 49-67 103 0 49.68 104 0 50 28 104 7 53 03 109.3 GR 53 1 109 9 53 -61 112 4 55.80 122 4 58 70 140 0 58 90 141.1 GR 59 1 142 2 61 37 153 6 61-72 ISS 1 61 74 155 7 62 60 175.4 GR 62 5 186 4 62 39 193 9 62 .05 198 9 60 53 207 0 60 40 208'. 1 GR 60 0 217 4 59 76 219 7 59.47 223 6 58 43 239 1 58 43 239-1 GR 57 8 244 9 57 69 253 0 57-68 253 6 57 67 253 6 57 28 260.5 •GR 56 3 310 3 56 18 323 6 55-84 343 5 55 91 347 0 56 94 358.6 GR 57 0 362 5 57 30 372 9 57.32 373 4 57 33 374 0 57 40 379.7 GR 57 4 383 7 57 45 385 S 57.49 388 9 56 70 3 92 4 56 43 393.5 GR 56 5 395 8 56 57 403 3 56 .58 403 9 56 59 406 2 56 94 407.4 GR 57 4 409 0 57 95 411 9 57 .99 413 7 58 05 414 8 58 62 422.2 GR 58 8 425 6 59 10 429 1 60.02 436 8 60 OS 439 5 60 11 440-6 GR 60 0 442 9 59 69 444 6 59.15 452 7 58 98 459 5 58 62 468.1 GR 58 ,4 471 .0 58 13 476 8 57.75 482 5 57 49 438 .8 57 32 491.8 GR 57 .3 501 .4 57 28 503 8 57 .56 505 .5 59 14 517 .6 60 97 525. 0 GR 62 . 1 529 .1 65 43 538 .7 65.81 539 .9 65 36 . 541 -0 66 39 546.2 GR 68 .6 552 .0 71 28 558 . 3 73 .95 565 .2 165EP02 13:22:00 PAGE 102 THIS RUN EXECUTED 16SEP02 13:22:02 I***************** HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ***********>*********1ll*************l NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST D ON CHANG'S CLOMR Q POR SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10* KS VCH AREA • OIK 2 .SSO 2 .550 .00 -00 .00 .00 .00 .00 4.30 12000.00 4.30 14700.00 9.69 10.03 9,69 10 .03 10.97 71.22 11.53 73.65 11.10 11,88 1389.15 1421.9 1566.18 1712.9 2 . 590 2 .590 195.00 195.00 .00 .00 .00 .00 4,40 12000.00 4.40 14700,00 10.66 10. 96 10.43 10. 93 12 .17 12.90 50. 03 59.24 13 .50 15,20 1299,94 1696,5 1400.80 1909.8 2.620 2 ,620 185.00 185.00 .00 ,00 , 00 ,00 4.50 12000.00 4.50 14700.00 11.25 11.62 9.89 10.61 12 .84 13 .75 25. 29 31-77 10.11 11.73 1186,50 2336. 1 1253.40 2607 . 9 2. 640 2 .640 96 ,00 96.00 13 . 00 13 . 00 12 .70 12.70 4.50 12000.00 4.50 14700.00 11.54 11.81 .00 .00 13 .00 13 .83 21.95 28-98 9.68 11.40 1239.51 2561.3 1289.47 2730.5 5.000 S.OOO 83 .00 83 .00 .00 .00 .00 .00 2.00 12000.00 2.00 14700.00 11.24 12 ,06 11-24 12 .08 13 .37 14 .99 76.36 75.45 14.63 15.47 1004.24 1373.2 1158.56 1692.3 10.000 10,000 38 .00 38.00 ,00 ,00 .00 .00 2.09 12000.00 2.09 14700,00 12.46 13 .29 12 .46 13 .29 14 .88 15.85 82 . 62 79.94 12 .98 13.50 1001.28 1320.2 1192.63 1644,0 20.000 20.000 88.20 68.20 ,00 .0.0 .00 .00 2.09 12000.00 2.09 14700.00 14.53 15.56 13.22 13 .97 15 .45 16.38 31. OS 24.68 8 .40 8.07 1662.37 2153.5 2143.60 2958.7 30.000 30.000 109.40 109.40 .00 .00 .00 .00 2.10 12000.00 2.10 14700.00 15.27 16.16 13 .52 13.93 15.73 16.61 16.10 13 .65 6.19 6.09 2342.44 2991.C 2825.44 3950.3 40.000 40.000 115.10 115.10 .00 .00 .00 .00 2.00 12000.00 2.00 14700.00 15.49 16.36 13 .16 13.79 15 .90 16.77 13.35 11.62 5.91 5.84 2465.80 3284.6 3013.98 4312.S 50-000 50.000 141.80 141.80 .00 .00 ,00 .00 2.05 12000.00 2.05 14700.00 15 .78 16.61 12.62 13 .40 16.08 16.93 10.14 9.74 5.34 5.51 2961.96 3768.£ 3498.91 4710. £ 60.000 60.000 173.00 173.00 .00 ,00 .00 .00 2.00 12000.00 2.00 14700.00 16. 02 16.84 12.44 13.05 16.23 17 ,07 6.53 6.48 3 .88 4.02 3270.99 4694 3789.79 5773 .2 16SEP02 13:22:00 PAGE 103 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10*KS VCH AREA. .OIK 70.000 70.000 219.80 219.80 -00 .00 .00 .00 2.09 12000.00 2.09 14700.00 16.08 11.83 16.55 24-72 3.63 2389.22 2413.4 16.88 12.50 17.41 25.11 3.89 2727.6S 2933.5 80.000 80.000 74 .80 74 .80 -00 .00 .00 -00 2.09 12000.00 2.09 14700.00 16.46 17.28 12.69 13 .06 16.69 17. 55 9.56 9.39 2.17 2.24 3395-14 3881.8 3855.56 4796.9 90.000 90.000 206.70 206 ,70 ,00 .00 .00 ,00 2.09 12000.00 2.09 14700.00 16 ,70 17.53 12. 11 12.59 16 .87 17.73 7.95 8 . 11 2,81 2 .97 3664.35 4255.7 4174.90 5162.0 100.000 100.000 lie.10 118.10 . 00 ,00 .00 ,00 2.25 12000.00 2.25 14700,00 16.84 17.68 11.98 12.35 16,95 17.81 4.55 4. 61 2.29 2,41 4573.25 5626.9 5190.92 6845.8 110.000 110.000 114.40 114.40 ,00 .00 ,00 ,00 2.20 12000.00 2.20 14700.00 16. 91 17-76 11.53 11.98 16.99 17. 86 3 .34 3.46 2 .01 2.14 5159.09 6567-4 5832.85 7904.5 120.000 120.000 180.30 180 .30 ,00 ,00 .00 .00 2.27 12000.00 2.27 14700-00 16.96 12.67 17.08 5.50 2.42 ' 4367.53 5118.2 17.80 13.02 17.94 5.33 2.50 4986.62 6369. S 130.000 130.000 129.60 129.60 ,00 .00 .00 .00 2,27 12000.00 2.27 14700.00 17.03 17.88 12.54 12.84 17.13 17 .99 3-06 3.02 2 .55 2 .65 4683.14 6862.9 5375.92 8462 . 9 140.000 140,000 274 .40 274 .40 ,00 ,00 ,00 ,00 6.10 12000.00 6.10 14700.00 17. 11 17 .96 12 .57 12. 80 17.20 13 .06 2 .05 2.00 2.29 2.47 5222.65 8385.6 5983.14 10385.7 ISO.000 150.000 145.90 145-90 ,00 ,00 ,00 ,00 6.69 12000.00 6.69 14700.00 17.14 17 .99 12.76 13 .12 17.23 18. 09 2 .52 2.33 2. 37 2.51 4987.60 7565.4 5797.57 9636.5 160.000 160.000 147 .40 147 .40 ,00 ,00 ,00 ,00 6.27 12000.00 6.27 14700.00 17.20 18 .05 12 .25 12 .60 17.25 18.12 1.25 1.22 1.89 2.02 6505.44 10669.9 7464-42 13313.2 170.000 170.000 203 .00 203 .00 ,00 ,00 ,00 .00 6.22 12000.00 6.22 14700.00 17.22 18 .08 12.92 13 .34 17. 30 18-15 2 .43 2 .04 2.07 2.13 5661.90 7693.8 6851.17 10300-2 180.000 180.000 145.00 145 .00 ,00 .00 .00 .00 6-09 12000.-00 6.09 14700.00 17 .27 la. 12 13 .28 13 .61 17.33 18 .18 2 .26 1.90 2.08 2-11 6383.27 7974.8 7693,49 10656,3 190,000 190,000 130.00 130.00 ,00 .00 .00 .00 6.40 12000.00 6.40 14700.00 17.27 13 .11 15.00 15.34 17.40 18 .24 6.89 5 .24 3.38 3 .14 4244.98 4570.8 5342,68 6421.4 200,000 200.000 160.00 160 .00 .00 . 00 .00 ,00 6.79 12000.00 6.79 14700.00 17.39 18 .21 14.46 14.73 17 .48 18 .30 3 .70 3 .04 2.52 2.43 4916.20 6240 .9 6022,99 8425.8 210.000 210.000 176.50 176.50 .00 .00 .00 .00 7.23 12000.00 7.28 14700.00 17.44 18 .25 14.79 15 .12 17 .58 18 .33 6.20 4 .88 2 .32 2-29 4091.21 4818 .3 5129.31 6652.5 220.000 220.000 180.70 180.70 ,00 .00 .00 .00 8.05 12000.00 8.05 14700.00 17.55 18.33 14 .81 15.02 17.69 18 .47 5.68 4.72 2 .75 2.67 3990.56 5035.0 4975.29 6763.1 230.000 230.000 163 .70 163.70 .00 .00 .00 .00 8.19 12000.00 8.19 14700.00 17.60 18.38 15.93 17.85 11.03 3.73 3166.89 3612.7 16.34 18.60 8.49 3.54 4074.79 504S.7 16SEP02 13:22:00 PAGE 104 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS 240.000 185-80 240.000 185.80 250.000 111.90 250-000 111-90 260 .000 260.000 270 .000 270.000 280.000 280.000 290.000 290.000 300.000 300 .000 310.000 310,000 320.000 320.000 330.000 330-000 340.000 340.000 94 .60 94.60 80.50 80.50 50.50 50.50 330.30 330.30 387.20 387.20 3SB.20 358.20 338,90 338,90 266.70 266.70 2 92.00 2 92.00 350.000 234,50 350.000 234.50 360.000 305.10 3SO.O00 305,10 370.000 470.00 370.000 470.00 380.000 262-30 380,000 262-30 390.000 285.10 390.000 285.10 400.000 302.80 400.000 302,80 .00 .00 .00 .00 ,00 ,00 .00 .00 -OO .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . 00 .00 .00 ,00 .00 8.32 12000.00 .00 8.32 14700-00 .00 8.82 12000.00 .00 8.32 14700.00 .00 9-54 12000.00 .00 9.54 14700.00 .00 9-29 12000.00 .00 9.29 14700-00 .00 9-30 12000.00 ,00 9.30 14700.00 .00 9.60 12000.00 .00 9,60 14700.00 .00 10.45 12000.00 .00 10.45 14700.00 .00 11.53 12000.00 .00 11.53 14700.00 .00 12.53 12000.00 .00 12.53 14700.00 .00 13.12 12000.00 .00 13.12 14700.00 .00 13.40 12000.00 .00 13.40 14700.00 ,00 14.56 12000.00 ,00 14.56 14700.00 .00 14.90 12000.00 .00 14.90 14700.00 .00 .16.20 12000.00 .00 16.20 14700.00 .00 18.39 12000.00 .00 16.39 14700.00 .00 20.16 12000.00 .00 20.16 14700.00 .00 22.10 12000.00 .00 22.10 14700.00 17.81 18.54 17.95 18.60 18.55 19.14 19.65 20 • 01 20.26 20.68__ 20,59 21.05 20.89 21.37 21.72 22.23 21.83 22.35 23 .24 23 .70 23.68 24-15 24.11 24 .59 25.21 25.67 27 .81 28 .39 23.27 26.67 29.17 29.71 31.71 33.09 16.71 17.15 17.52 17.61 18.55 19.14 19.07 19,51 16.93 17.47 18.25 18.61 19.73 20 .10 19. 37 19.70 21.50 21.79 21.57 21.90 22.11 22 .42 23.15 23 .55 25.21 25.67 25.9B 26.43 27.31 27.82 28.38 28.76 31.71 33.09 EG 18 .16 18.83 18.59 19.17 19.85 20.35 20.37 20.83 20.51 20.93 20.79 21.30 21-42 21.95 21.95 22.50 22.77 23.31 23.59 24.11 24.12 24.68 24.78 25.37 26.70 27.30 28.33 23 .98 29.00 29 .65 29.99 30.62 10*KS 22.05 15.89 42.73 32 .24 70.94 60.07 46.12 49.21 9-21 10 .58 8 .11 3.64 27.78 27.74 8 .20 8.58 63.40 56 .09 16. 05 16.73 18.97 19.92 33 .98 34 .68 73 .40 75.51 18 .75 19.50 31.46 30.06 33 . 99 38.01 VCH AREA • OIK 34.66 36.12 136.69 110.78 5.61 2616.23 2555.4 5.08 3419.40 3687.9 7.70 1942.65 1835,7 7.10 2473.54 2589.1 10.83 1380.76 1424-6 10,46 1735.30 1896,7 7.95 1903.91 1766,9 B.50 2153.57 2095.5 3.95 3096.55 3953.6 4,38 3390.46 4513-6 3.67 3289.42 4213.7 3.94 3676.80 5000,6 6.38 2090.82 2276.6 6.65 2412.08 2790,8 4-13 3180.42 4189.9 4,38 3589-73 5017.0 8.44 1588.33 1507.1 8.41 1941,20 1962.7 5.15 2550.99 2995.5 5.47 2861.48 3594.2 5.76 2250.85 2754.9 6.13 2518-64 3293.8 6.94 1850.13 2058-6 7.33 2095.90 2496.1 11.02 1314.38 1400.6 11.61 1517,95 1691-6 6.20 2088.88 2771.1 6.58 2380.68 3328.' 7.47 1766.16 2136.1 7.64 2083.15 2681.: 7.59 1659.67 1921. 7.86 1929.21 2384. 14.30 651.91 1026. 14,19 1076.87 1396. 16SEP02 13:22:00 PAGE 105 SECNQ XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10*KS VCH AREA ,01K •180 .000 •180.000 145.00 145.00 .00 .00 .00 .00 6.09 12000,00 6.09 14700.00 17.27 18.12 .00 .00 17,33 16.18 2.26 1-39 2 .08 2 .11 6383.26 7974,8 7707.34 10686.4 410.000 207.00 410.000 207.00 ,00 ,00 ,00 ,00 9.39 9.39 1900.00 1900.00 17.36 18.20 13 .53 13.67 17.37 16.21 .55 .28 1.30 1.00 2088-65 2558.3 2626.70 3588.3 420.000 176.70 420.000 176.70 ,00 ,00 ,00 ,00 10.26 10.26 1900.00 1900.00 17.36 18 .21 15.20 15.27 17.39 18 .22 2 .10 .81 2 .19 1.49 1325.40 1312.3 1873.65 2112.3 430.000 127.60 430.000 127.60 .00 .00 .00 .00 14.90 14.90 1900.00 1900.00 17.28 18.16 16.88 16.87 17.53 18.27 35.19 6.89 4.79 2.68 493,45 840.27 320.3 723. S 440.000 138.90 440.000 188.90 .00 ,00 ,00 .00 15.27 15,27 1900,00 1900.00 17.75 18.31 16.58 16.58 17 .85 18 .37 9.46 4,33 2 .56 2 .02 755.25 960.80 617.8 913 .4 450,000 277.30 450,000 277.30 . 00 . 00 ,00 ,00 15.33 15.33 1900.00 1900.00 18.95 16. 97 18. 95 18 .97 19.45 19.45 77.35 72 .39 7 .68 7.48 334.10 393.56 216. 0 223 .3 460-000 246.50 460.000 246.50 ,00 ,00 ,00 . 00 15.61 15.61 1900.00 1900,00 21-24 21.24 21.24 21.24 21.72 21.72 37-12 37.12 8 .07 8 .07 450.04 450.04 311. a 311. 8 470.000 260.50 470.000 260.50 ,00 , 00 ,00 ,00 16.35 16.35 1900.00 1900.00 23 .66 23 .86 23.86 23.86 24.36 24.36 44 .31 44.31 7.69 7.69 435.67 435.67 285.4 285.4 430.000 236.00 480.000 236.00 . 00 ,00 ,00 , 00 18.84 18.84 1900.00 1900.00 26.66 26 .66 26.66 26.66 27.66 27-66 37,01 37.01 9 .21 9.21 300.73 300.73 312. 3 312 , 3 490.000 247.90 490.000 247.90 , 00 , 00 ,00 ,00 23 .90 23 .90 1900.00 1900.00 30.42 30.42 30.42 30.42 31.57 31.57 73.27 73.27 11.09 11.09 235.66 235.68 221. 9 221. 9 500,000 SOO .000 157,70 157.70 ,00 .00 ,00 ,00 25.39 25.39 1900.00 1900.00 31. 95 31,95 31,51 31.51 32 .33 32.33 28.55 28 .55 6.18 6.18 426.47 426.47 355. 6 3S5. 6 510.000 510 .000 187.90 187.90 ,00 .00 ,00 ,00 27.27 27.27 1900.00 1900.00 33 .68 33.68 33.68 33.68 34,24 34.24 41.18 41.18 7.64 7.64 392.28 392.28 296. O 296 . O 520.000 520 .000 261.50 261.50 ,00 .00 ,00 ,00 30.65 30.66 1900,00 1900.00 36.26 36-26 36,26 36.26 36.96 36.96 48.65 48.65 9.84 9,64 323.66 323.66 272 .4 272 .4 530,000 530.000 290.80 290.60 ,00 . 00 ,00 ,00 31.89 31.89 1900.00 1900.00 40.12 40.12 40.12 40.12 41,06 41.06 51.89 51.89 9.04 9.04 291.39 291.39 263 . 7 263 . 7 540.000 540 .000 314.40 314.40 ,00 .00 ,00 ,00 36,90 36.90 1900.00 1900.00 42.99 42.99 42.99 42.99 43.48 43 .43 44.56 44.56 8.33 8.33 426 .77 426.77 264. 6 234. 6 550.000 550.000 231.00 231.00 .00 .00 ,00 ,00 42 .24 42 .24 1900.00 1900.00 44 .42 44.42 44.42 44 .42 45.09 45.09 70.86 70.88 6.85 6.65 314.42 314.42 225.6 225. 6 560.000 560.000 105.00 105.00 .00 .00 .00 .00 42 .24 42 .24 1900,00 1900.00 45.03 45.03 45.03 45.03 46.24 46.24 lOfl.52 100.52 8.81 8 .81 215.74 215.74 189, £ 189.5 16SEP02 13:22:00 PAGE 106 SECNO XLCH ELTRD ELLC EU4IN Q CWSEL CRIWS EG 10*KS VCH AREA ,01K 570.000 193.60 .00 .00 45.50 1900.00 47.65 47.65 46.23 73.47 6.53 339.91 221.6 570.000 193.60 .00 .00 45,50 1900.00 47.65 47.6S 46.23 73.47 6.53 339.91 221.6 580.000 247.50 .00 .00 47.08 1900,00 51,90 51.90 52.63 26.54 12.25 404.34 363.8 580.000 247.50 .00 .00 47.08 1900.00 51.90 51.90 ' 52.83 26^54 12.25 404.34 368.3 590.000 246.90 .00 .00 49.67 1900.00 56.52 56.52 58-11 80.18 10.13 187.61 212.1 590.000 246.90 .00 .00 49.67 1900.00 56.52 56.52 58.11 80.18 10.13 187.61 212.1 16SEP02 13:22:00 P'^GE 107 D ON CHANG'S CLOMR Q FOR SUMMARY PRINTOUT TABLE 1,50 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 2.550 12000.00 9.69 .00 -00 .00 510.00 .00 2.550 14700.00 10,03 .35 .00 .35 510.00 .00 2.590 12000.00 10.66 .00 .97 .00 330-00 195.00 2.590 14700.00 10.96 -30 .93 .30 330.00 195.00 2.620 12000.00 11.25 .00 .59 .00 164.00 185.00 2.620 14700.00 11.62 .37 -65 .37 184.00 185.00 2.640 12000.00 11.54 -00 .29 .00 184.00 96.00 2,640 14700.00 11.81 .27 .19 .27 184.00 96.00 5.000 12000.00 11-24 .00 -.30 .00 181.79 83.00 5.000 14700-00 12.08 .83 .27 .83 188.23 83.00 10.000 12000.00 12.46 .00 1.21 .00 220.97 38.00 10.000 14700.00 13.29 .84 1.22 .84 236,12 38.00 20.000 12000.00 14.53 -00 2.07 .00 432.32 88.20 20-000 14700.00 15.56 1.03 2.26 1.03 467.29 88.20 3 0.000 12000.00 15.27 .00 .74 .00 540.00 109.4 0 30.000 14700.00 16.16 .90 .61 .90 540.00 109.40 40.000 12000-00 15-49 -00 .22 .00 605-67 115.10 40-000 14700.00 16.36 -88 -20 -88 637.96 115.10 50.000 12000.00 15.78 -00 .29 -00 639.75 141.80 50.000 14700,00 16.61 .83 .25 .83 643.05 141.80 60.000 12000.00 16.02 .00 .24 -00 625.04 173.00 60.000 14700.00 16.84 .82 .22 .82 634.87 173.00 70.000 12000.00 16.08 -00 .07 .00 404.02 219-80 70.000 14700.00 16.83 .79 .04 .79 437.38 219.80 80.000 12000.00 16.46 .00 .38 .00 559.05 74.60 80.000 14700.00 17.28 .82 .40 .62 565.03 74.80 90.000 12000.00 16.70 -00 .24 .00 569.55 206.70 90.000 14700.00 17.53 .83 .25 .83 645.10 206.70 100.000 12000.00 16.84 .00 .14 .00 725.76 116.10 100.000 14700.00 17.68 -64 .15 -84 754.03 118.10 110.000 12000.00 16.91 .00 .07 -00 787.04 114.40 110.000 14700.00 17.76 -85 .07 .85 807.12 114.40 16SEP02 13 :22:00 PAGE 108 SECNO CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 120.000 12000.00 16..96 120.000 14700.00 17.80 ,00 ,85 .05 .05 .00 .85 724.17 739.57 180.30 180.30 130.000 12000,00 17.03 130.000 14700.00 17.88 ,00 ,65 .07 .07 ,00 798.72 .85 837.77 129.60 129.60 140.000 12000.00 17,11 140.000 14700.00 17.96 ,00 .65 .09 .09 . 00 .85 878.58 912.67 274 .40 274.40 150.000 12000.00 17.14 150.000 14700.00 17.99 .00 .85 .02 .02 .00 .85 945.11 965.71 145-90 145.90 160.000 12000.00 17.20 160.000 14700.00 18.05 ,00 ,85 .06 .07 ,00 1111.57 .85 1140.67 147.40 147.40 170.000 12000.00 17.22 170.000 14700.00 18.08 .00 .85 .02 .02 ,00 1327.35 ,85 1435.16 203.00 203.00 180.000 12000.00 17.27 180.000 14700.00 16.12 ,00 ,85 .04 .04 ,00 1551.80 ,85 1569.16 145 .00 145.00 190.000 12000.00 17.27 190,000 14700.00 16.11 ,00 .84 .00 • .01 ,00 1233.49 .84 1433.54 130 ,00 130.00 200.000 12000.00 17.39 200-000 14700.00 18.21 ,00 ,82 .12 .10 .00 1334.99 ,82 1356.93 160.00 160 .00 210.000 12000.00 17.44 210.000 14700.00 18.25 ,00 .81 .05 .04 .00 1272.51 .81 1289.76 175 . 50 176 -SO 220.000 12000.00 17.55 220.000 14700.00 18.33 ,00 ,79 ,10 .08 .00 1217.02 ,79 1279.79 180.70 180.70 230.000 12000.00 17.60 230.000 14700.00 18.38 .00 .78 ,06 ,05 ,00 1132.83 ,78 1152.21 163.70 163.70 240.000 12000.00 17.81 240.000 14700.00 18.54 .00 .73 .21 .16 ,00 1057.54 .73 1142.64 135.80 185 .80 250.000 12000.00 17.95 250.000 14700.00 18.60 ,00 ,65 ,14 .06 ,00 800.15 .65 848.43 111.90 111.90 260.000 12000.00 16.55 260.000 14700.00 19.14 .00 .60 ,60 .54 ,00 571.24 .60 619.73 94 .60 94.60 270.000 12000.00 19.65 270.000 14700.00 20.01 .00 .36 1.10 .87 ,00 682.77 ,36 733.17 80.50 80.50 280.000 12000.00 20.26 280.000 14700.00 20.68 .00 .42 .61 .67 ,00 702.05 .42 707.75 50.50 50.50 16SEP02 13:22 1 00 PAGE 109 SECNO CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 290.000 12000.00 20.59 290.000 14700.00 21.05 .00 .46 .33 .37 .00 .46 825.60 837.28 330.30 330.30 300.000 12000.00 20.89 300.000 14700-00 21.37 -00 .47 .31 .31 .00 .47 657.07 697.83 337.20 387.20 310.000 12000.00 21.72 310,000 14700.00 22.23 ,00 .51 .83 .86 ,00 793.25 ,51 813.10 358.20 353.20 320.000 12000.00 21.83 320.000 14700.00 22.35 .00 .53 .11 .12 .00 645.30 .53 694.37 338.90 336.90 330.000 12000.00 23.24 330.000 14700,00 23.70 ,00 :46 1.41 1.35 .00 665.12 .46 669.71 266.70 266.70 340.000 12000.00 23.68 340.000 14700.00 24.15 .00 .47 .44 .45 .00 .47 552.70 557.42 292.00 292.00 350.000 12000.00 24.11 350.000 14700,00 24.59 .00 .46 .43 .44 .00 .48 507.37 511.62 234.50 234 .50 360,000 12000.00 25,21 360.000 14700.00 25,67 ,00 .46 1.10 1.08 ,00 431.17 ,46 456.29 305.10 305.10 370.000 12000.00 27.81 370.000 14700.00 28.39 ,00 .58 2.60 2.72 ,00 491.87 .58 551.01 470.00 470.00 380,000 12000.00 23.27 380.000 14700,00 28.87 ,00 ,60 .46 .43 ,00 511.64 ,60 557.30 262.30 262.30 390.000 12000.00 29.17 390.000 14700.00 29.71 .00 .54 .90 .84 . 00 .54 494.62 512.68 235.10 285.10 400.000 12000.00 31.71 .00 2.53 400.000 14700.00 33.09 1.38 3.38 .00 145.85 1.38 184.40 302.80 302.80 -180.000 12000.00 17.27 -180.000 14700.00 18.12 .00 .85 •14.44 •14.97 ,00 1551.80 ,85 1569.31 145.00 145.00 410.000 1900.00 17-36 410.000 1900.00 18.20 .00 .85 .09 .09 ,00 615.62 .65 665.68 207.00 207.00 420.000 1900.00 17.36 420.000 1900.00 18.21 .00 .85 .00 .00 .00 .85 633.32 656.03 176.70 176.70 430.000 1900.00 17.28 430.000 1900.00 18.18 .00 -90 - .08 -.02 .00 .90 370.30 397.42 127.60 127.60 440.000 1900.00 17.75 440.000 1900.00 18.31 .00 .56 .47 . 12 .00 .56 364.95 371.71 188.90 168.90 16SEP02 13:22:00 PAGE 110 SECNO CWSEL DIFWS P DIFHSX DlFKHS TOPWID XLCH 450.000 1900.00 18.95 450.000 1900.00 18.97 .00 .02 1.20 .66 .00 .02 403.21 404.95 277.30 277.30 460.000 1900,00 21.24 460.000 1900,00 21.24 ,00 ,00 2 .30 2 .27 ,00 ,00 416.39 416.39 246.50 246.50 470.000 470.000 1900.00 1900.00 23.86 23.86 .00 .00 2.62 2.62 ,00 408.61 ,00 408.61 260.50 260.50 480 .000 480.000 1900.00 1900.00 26.66 26.66 ,00 ,00 2.80 2.80 ,00 160.83 .00 150.83 236.00 236.00 490.000 490.000 1900.00 1900.00 30.42 30 .42 ,00 .00 3.76 3.76 ,00 112.63 .00 112.63 247,90 247,90 500.000 500,000 1900.00 1900,00 31.95 31. 95 ,00 ,00 1.53 1.53 ,00 259.01 .00 259.01 157 .70 157.70 510.000 510.000 1900.00 1900,00 33.68 33 ,68 . 00 ,00 1.73 1.73 .00 298.91 ,00 298.91 187.90 187.90 520.000 520 .000 1900.00 1900.00 36.26 36 .26 ,00 ,00 2 .58 2.58 ,00 243.62 .00 243.62 261.50 261.50 530 . 000 530.000 1900,00 1900.00 40 .12 40. 12 ,00 .00 3 . 86 3 .86 ,00 167.74 .00 167.74 290.80 290.80 540,000 540 .000 1900.00 1900.00 42,99 42 .99 ,00 .00 2 .87 2 .87 ,00 381.32 .00 381.32 314.40 314.40 550.000 550.000 1900.00 1900.00 44.42 44 .42 ,00 .00 1.43 1.43 ,00 255.89 .00 255.89 231.00 231.00 560.000 560.000 1900.00 1900.00 45.03 45 .03 ,00 ,00 .61 .61 ,00 90.76 ,00 90.76 105.00 105.00 570.000 570.000 1900.00 1900.00 47 .65 47.65 .00 .00 2.61 2.61 ,00 295.66 .00 295.66 193.60 193.60 580.000 580.000 1900.00 1900.00 51.90 51.90 ,00 .00 4 .25 4 .25 ,00 177.43 .00 177.43 247 .50 247.50 590 , 000 590.000 1900.00 1900.00 56.52 56.52 .00 .00 4.62 4.62 ,00 61.78 .00 61.78 248.90 248 .90 16SEP02 13:22:00 PAGE 111 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO" 2 . 550 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 2 . 550 PROFILE" 2 CRITICAL DEPTH ASSUMED WARNING SECNO" 2. 620 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO" 2 . 640 PROFILE" 2 HYDRAULIC JUMP D.S. CAUTION SECNO= 5 . OOO PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 5 . 000 PROFILE" 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 5 . 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 5. 000 PROFILE^ 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 10 000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10 000 PROFILE" 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 10 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10 000 PROFILE= 2 MINIMUM SPECIFIC ENERGY WARNING SECNO= 20 000 PROFILER-1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO" 20 000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 70 000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 70 000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 80 000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 80 ooo PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 160 000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 190 000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 190 000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO" 260 000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 260 000 PROFILE" 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 260 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO-260 000 PROFILE" 2 MINIMUM SPECIFIC ENERGY WARNING SECNO" 280 .000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 280 .000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARMING SECNO" 300 .000 PROFILES-1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 300 .000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 310 .000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEGNO" 310 .000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 320 . 000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 320 .000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 330 . 000 PROFI LE=. 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE HARNING SECNO-330.000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 16SEP02 13:22:00 PAGE 112 CAUTION SECNO= CAUTION SECNOs CAUTION SECNO= CAUTION SECNO= 360.000 PROFILE" 1 CRITICAL DEPTH ASSUMED 360.000 PROFILE" 1 MINIMUM SPECIFIC ENERGY 360.000 PROFILE" 2 CRITICAL DEPTH ASSUMED 360.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY WARNING SECNO" 370.000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 370.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO" CAUTION SECNO" CAUTION SECHO" CAUTION SECNO" 400.000 PROFILE^ 1 CRITICAL DEPTH ASSUMED 400.000 PROFILE" 1 MINIMUM SPECIFIC ENERGY 400.000 PROFILE" 2 CRITICAL DEPTH ASSUMED 400.000 PROFILE" 2 MINIMUH SPECIFIC ENERGY WARNING SECNO" WARNING SECNO* 410.000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 410.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 420.000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 420.000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 430.000 PROFILE" . 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO" 430.000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARHING SECNO" 440,000 PROFILE" 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 450.000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 450.000 PROFILE" 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 450.000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 450.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 460.000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 460.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 460.000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 460.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= CAUTION SECHO= CAUTION SECNO= CAUTION SECNO= 470.000 PROFILE" 1 CRITICAL DEPTH ASSUMED 470.000 PROFILE" 1 MINIMUM SPECIFIC ENERGY 470.000 PROFILE^ 2 CRITICAL DEPTH ASSUMED 470.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY CAUTION SEC3JO" CAUTION SECNO" CAUTION SECNO" CAUTIOH SECNO- 480.000 PROFILE- 480.000 PROFILE- 480.000 PROFILE. 480.000 PROFILE. 1 CRITICAL DEPTH ASSUMED 1 MINIMUM SPECIFIC ENERGY 2 CRITICAL DEPTH ASSUHED 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" CAUTION SECNO= CAUTION SECNO" CAUTION SECNO= 490,000 PROFILE" 'l CRITICAL DEPTH ASSUMED 490.000 PROFILE" 1 MINIMUM SPECIFIC ENERGY 490.000 PROFILE" 2 CRITICAL DEPTH ASSUMED 490.000 PROFILE" 2 MINIMUM SPECIFIC ENERGY WARNING SECNO= HARNING SECNO' 500.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 500.000 PROFILE" 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= CAUTION SECNO= 510.000 PROFILE- 1 CRITICAL DEPTH ASSUMED 510.000 PROFILE=« 1 MINIMUM SPECIFIC ENERGY 16SEP02 13:22:00 PAGE 113 CAUTION SECNO" 510. 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 510. 000 PROFILE" 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 520. 000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 520. 000 PROFILE" 1 HINIMUM SPECIFIC ENERGY CAUTION SECNO= 520. 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTIOH SECNO" 520 000 PROFILE-2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 530 000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 530.000 PROFILE-1 HINIMUM SPECIFIC ENERGY CAUTION SECNO" 530 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 530 000 PROFILE. 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 540 000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 540 000 PROFILE-1 HINIHUM SPECIFIC ENERGY CAUTION SECNO" 540 000 PROFILE-2 CRITICAL DEPTH ASSUHED CAUTION SECNO" 540 ooo PROFILE^i 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 550 000 PROFILE" 1 CRITICAL DEPTH ASSUHED CAUTION SECNO" 550 000 PROFILE" 1 HINIHUM SPECIFIC ENERGY CAUTION SECNO" SSO 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO.= 550 000 PROFILE" 2 MINIMUM SPECIFIC ENERGY CAUTION SECHO-560 000 PROFILE" 1 CRITICAL DEPTH ASSUHED CAUTION SECNO-560 000 PROFILE" 1 HINIHUM SPECIFIC ENERGY CAUTION SECNO" 560 000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 560 000 PROFILE-2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 570 000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 570 000 PROFILE" 1 HINIHUM SPECIFIC ENERGY CAUTION SECNO" 570 000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 570 .000 PROFILE" 2 MINIHUH SPECIFIC ENERGY CAUTION SECNO" 580 . 000 PROFILE" 1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 580 .000 PROFILE" 1 MINIMUH SPECIFIC ENERGY CAUTION SECNO-580 .000 PROFILE-2 CRITICAL DEPTH ASSUHED CAUTION SECNO" 530 .000 PROFILE-2 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 590 .000 PROFILE-1 CRITICAL DEPTH ASSUMED CAUTION SECNO" 590 .000 PROFILE" 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO" 590 .000 PROFILE" 2 CRITICAL DEPTH ASSUMED CAUTION SECNO" 590 .000 PROFILE-2 MIHIMUM SPECIFIC ENERGY La Costa Resort & Spa (Inclusion of Planning Area II) Drainage Study CHAPTER 5 HYDROLOGY EXHIBITS 5.2 - Offsite Hydrology Exhibit EM:DJG ti:\reports\2503\01\a04.ps2.doi: W-O. 2503-1 W1/2006ft47AM e # ^ I, J r'' I ma ^ V!LI_AS OF l_A COSTA PROJECT SITE OFFSITE HYDROLOGY EXHIBIT FOR VILLAS OF LA GOSTA CITY OF CARLSBAD, CAUFORNIA SHEET 1 OF 1 Ri\D61S\LHyd\61S«H08-KBF-IIEV.d«gi: 0]S«p-ai-e006iUi33