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Home My WebLink About3190; Rancho Santa Fe Road Realignment Design St 1; Rancho Santa Fe Road Realignment Design St 1; 1998-10-19PRELIMINARY DRAINAGE REPORT FOR Rancho Santa Fe Road Realignment Design Stage I in the City of Carlsbad Project No. 3190 Submitted to: City of Carlsbad, Engineering Department 2075 Las Palmas Dr. Carlsbad, CA 92009 Prepared By: DOKKJEN ENGINEERING 3914 Miuphy Canyon Road, Suite A-153 San Diego, CA 92123 Contact: Kirk Bradbury, P.E. Telephone: (619) 514-8377 Date: 10-19-98 TABLE OF CONTENTS Page 1. INTRODUCTION 1 1.1 Purpose of Study 1.2 Scope 2. PROJECT SETTING 1-3 2.1 Topography 2.2 Soil Groups 2.3 Land Uses 2.4 Location Map 3. HYDROLOGY 4-8 3.1 Design Criteria 3.2 Rainfall Intensity Calculation 3.3 100-Year Flow Summary 4. APPENDIX A - MAPS & CHARTS 5. APPENDIX B - HYDRAULIC ANALYSIS FOR LOCATION 'RSF' 279+25 6. APPENDIX C - PHOTO GALLERY 7. EXHIBITS 7.1 Hydrology Map 1 7.2 Hydrology Map 2 L INTRODUCTION 1.1 PURPOSE OF STUDY This Preliminary Drainage Report is the basis for the design of drainage facilities for the widening and realignment of Rancho Santa Fe Road in the City of Carlsbad. Also considered for design of drainage facilities are the tie- ins of the "Cormector Road" to existing Rancho Santa Fe Road, Questhaven Road, and La Costa Meadows Drive. The project's storm drain system is divided into 10 subsystems, shown on Hydrology Maps 1 and 2 located in Section 7. The project's storm drain system is also shown on the Ultimate Drainage Plan found elsewhere in Milestone 2. 1.2 SCOPE This study quantifies the amount of storm water runoff within the project limits for ultimate conditions. This study includes hydraulic analyses at proposed profile low point of 279+25 'RSF' to verify proper roadway drainage during the 100-year design storm. The proposed storm drain system is designed to intercept and convey the 100-year design flows. Additional consideration was made for fiiture developments outside the project limits. All drainage design is in accordance with the Standards for Design and Construction of Public Works Improvements in the City of Carlsbad^ dated August 1997, and the City of Carlsbad Master Drainage and Storm Water Quality Management Plan, dated March 1994. 2. PROJECT SETTING 2.1 TOPOGRAPHY The site lies in an area of moderate rolling hills, approximately 5.1 miles from the coast located within the Batiquitos Lagoon watershed. The Batiquitos Lagoon watershed is divided into two major drainage basins known as the San Marcos Creek watershed and the Encinitas Creek watershed. The realigned Rancho Santa Fe Road, located to the east of its existing alignment, is located between two hills creating a condition of substantial off-site runoff. The anticipation of residential communities to the east and west of the site will likely increase the amount of runoff to the proposed storm drain systems. 2.2 SOIL GROUPS The San Diego County Soils Interpretation Study Map, located in Appendix A, shows the hydrologic soil groups for the project site. Soil types are defined as A (low runoff potential), B (moderate runoff potential), C (high runoff potential), or D (very high runoff potential). The predominant soil is Type D, however Type B extends approximately 2000 feet south of the existing Questhaven Road to the San Marcos Creek. Also Type C is found northeast of the La Costa Meadows Drive. 2.3 LAND USES Land uses for each basin is shown in the 100-Year Flow Summary of Section 3, Hydrology. Most on-site basins are small and primarily are comprised of paved roadway, paved/landscaped medians, and cut/fill slopes, and therefore have a high runoff coefficient. Existing off-site basins are composed of medium-density residential development, highly vegetated open space, and industrial development. It is anticipated that some off-site areas will be developed in the future for mediimi-density residential and commercial development. Rimoff coefficients were adjusted to reflect these anticipated future developments. 2.4 Location Map 3. HYDROLOGY 3.1 DESIGN CRITERIA The County of San Diego Hydrology Manual formula was used to determine the time of concentration,-Tc, Time of concentration was determined by the formula: Tc =(11.9 xL^/H)°•^^^ where Tc = time of concentration, in hours L = horizontally projected length of the watershed, in miles H = difference in elevation along effective slope, in feet The rational method was used to estimate the peak discharge, Q. Peak discharge was determined by the formula: Q= 1.008 CI A, where Q = discharge, in cubic feet per second C = coefficient of runoff I = average rainfall intensity, in inches per hour, for a given frequency and for the duration equal to the time of concentration A = drainage area, in acres 3.2 RAINFALL INTENSITY CALCULATION The County of San Diego Hydrology Manual method was used to determine rainfall intensities for a given duration and frequency. Rainfall intensity was determined by the formula: I = 7.44 P6 D••^^ where I = average rainfall intensity, in inches per hour, for a given fi-equency and for the duration P6 = precipitation for the 6-hour 100-year storm, in inches, determined from isopluvial charts located in Appendix A D = duration, in minutes, equal to the time of concentration I I I t I I I I I i P6=2.9in 100-YEAR STORM SUMMARY Drainage Watershed Soil Land Runoff Area Time of Rainfall 100 Year System No. Area No. Group Use Coefficient L H Concentration Intensity Flow ac ft ft min In/hr cfs 1 1a2 D Rdwy 0.95 1.7233 1011 46.65 5.25 7.40 12.2 1a3 D Rdwy 1.00 0.8735 948 39.55 5.20 7.44 6.6 lb D Rdwy 1.00 0.5115 488 23.85 2.93 10.79 5.6 1d D Rdwy 1.00 0.3879 468 20.79 2.95 10.74 4.2 1f D Rdwy 0.95 2.0696 1880 70.00 9.20 5.16 10.2 1h D Rdwy 1.00 0.6566 643 18.55 4.44 8.25 5.5 ig D Rdwy 1.00 0.8729 652 21.55 4.26 8.47 7.5 2 2e D Rdwy 1.00 0.9535 728 12.78 5.92 6.85 6.6 2f D Rdwy 1.00 0.9856 640 12.59 5.13 7.52 7.5 21 D Rdwy 1.00 0.8577 488 12.55 3.76 9.18 7.9 21 D Rdwy 1.00 0.6172 325 6.85 2.97 10.69 6.7 2m D Rdwy 1.00 0.6252 517 29.52 2.89 10.88 6.9 2n D Res 0.60 2.4141 555 76.13 2.18 13.05 19.1 2p D Rdwy 1.00 0.7720 450 17.96 2.98 10.67 8.3 2q D Res 0.60 4.3763 975 75.00 4.20 8.55 22.6 2r D Rdwy 0.95 1.1140 920 80.16 3.83 9.07 9.7 2s D Rdwy 1.00 0.9959 544 20.58 3.52 9.58 9.6 2u D Rdwy 1.00 0.7811 467 18.44 3.08 10.44 8.2 2v D Rdwy 1.00 1.0021 523 20.20 3.39 9.82 9.9 2x D Rdwy 1.00 1.2868 568 22.42 3.58 9.48 12.3 2z D Rdwy 1.00 1.1977 683 26.89 4.13 8.64 10.4 2bb D Rdwy 1.00 1.0272 402 16.04 2.73 11.29 11.7 2cc D UE-OS 0.50 0.6759 218 24.00 1.15 19.72 6.7 2ee D Rdwy 1.00 1.0025 754 29.44 4.47 8.21 8.3 2ff D Rdwy 1.00 0.9999 771 29.44 4.59 8.07 8.1 3 3a1 D Com 0.85 7.4512 780 79.07 3.18 10.23 65.3 4 4a D Res 0.60 26.1435 1787 138.00 6.68 6.34 100.2 4b D Rdwy 1.00 0.2090 485.00 30.00 2.67 11.45 2.4 4c D Rdwy 1.00 0.0666 109.00 0.64 2.09 13.41 0.9 Com = commercial ESH = environmentally sensitive habitat Ind = industrial Rdwy = roadway, medians, cut/fill Res = reseidential DOS = undeveloped open space UE-OS = utility easement-open space I i i j Drainage Watershed Soil Land Runoff Area Time of Rainfall 100 Year System No. Area No. Group Use Coefficient L H Concentration Intensity Flow ac ft ft min in/hr cfs 4e D Rdwy 1.00 0.5974 600.00 39.23 3.07 10.47 6.3 4f1 D Rdwy 1.00 0.1685 225.00 18.06 1.34 17.86 3.0 4f2 D UE-OS 0.50 1.7377 512.00 41.00 2.52 11.89 10.4 4f3 D Res 0.80 5.6321 1690.00 93.00 7.29 5.99 27.2 4f4 D Res 0.60 10.7491 1040 76.90 4.48 8.20 53.3 5 5f D Rdwy 1.00 0.6862 560 25.84 3.33 9.93 6.9 5g D Res 0.60 1.7037 475 49.20 2.15 13.17 13.6 5h D Rdwy 1.00 0.6167 570 25.60 3.42 9.76 6.1 5k D Rdwy 1.00 1.0588 577 27.77 3.36 9.87 10.5 51 D Rdwy 1.00 0.8052 493 23.21 3.00 10.62 8.6 5n D Rdwy 1.00 1.3595 650 28.61 3.81 9.10 12.5 5o D Rdwy 1.00 0.9046 526 22.22 3.29 10.01 9.1 5r D Rdwy 1.00 1.4740 865 15.29 6.74 6.30 9.4 5s D Rdwy 1.00 1.6189 865 15.29 6.74 6.30 10.3 5v D Rdwy+ESH 0.48 13.8702 830 198.00 2.40 12.27 82.3 5 25a D Rdwy+ESH 0.48 6.7671 1280 276.00 3.48 9.65 31.6 5 25b D Rdwy+ESH 0.48 2.5367 1480 272.00 4.14 8.63 10.6 5 28 D Res+ESH 0.56 3.2476 790 39.00 4.23 8.51 15.6 6 6c D Res+ESH 0.54 46.0670 3293 167.20 12.57 4.22 105.8 6c1 D Rdwy+ESH 0.81 0.4951 413 3.60 5.01 7.52 3.0 6c2 D Rdwy 1.00 1.0969 1617 25.30 11.44 4.48 5.0 6c3 D Res 0.48 4.5566 798 23.00 5.25 7.40 16.3 61 D Rdwy 0.95 21.4144 2460 425.00 6.27 6.60 135.3 62 D Rdwy 0.95 0.2457 245 16.00 1.54 16.33 3.8 6 3a D Rdwy 0.95 0.5587 868 58.00 4.05 8.75 4.7 6 3b D Rdwy 0.95 0.7153 522 50.00 2.38 12.33 8.4 64 D Rdwy 0.95 0.4761 250 36.00 1.16 19.61 8.9 7 7a D Rdwy 1.00 1.5372 625 8.75 5.74 6.99 10.8 7b D Rdwy 1.00 1.3093 644 8.75 5.95 6.83 9.0 7e D Rdwy 1.00 0.6801 420 13.60 3.06 10.49 7.2 7f D Res 0.60 1.2172 310 45.90 1.35 17.78 13.1 7g D Rdwy 1.00 0.7172 424 13.84 3.08 10.44 7.5 7i D Rdwy 1.00 0.5525 385 19.25 2.42 12.20 6.8 Com = commercial ESH = environmentally sensitive habitat Ind = industrial Rdwy = roadway, medians, cut/fill Res = reseidential UOS = undeveloped open space UE-OS = utility easement-open space t 1 t I Drainage Watershed Soil Land Runoff Area Time of Rainfall 100 Year System No. Area No. Group Use Coefficient L H Concentration Intensity Flow ac ft ft min in/hr cfs 7k D Rdwy 1.00 0.3145 390 18.01 2.52 11.89 3.8 7n D Rdwy 1.00 0.8460 744 42.51 3.82 9.09 7.8 7o D Res 0.60 6.4020 1346 85.30 5.80 6.94 26.9 7p D Rdwy 1.00 0.7044 735 42.27 3.78 9.15 6.5 7s D Rdwy 1.00 0.8234 676 39.40 3.52 9.58 8.0 7t B Res 0.50 11.4764 1550 161.90 5.33 7.33 42.4 7u B Rdwy 1.00 0.6435 750 36.94 4.07 8.73 5.7 7x B Rdwy 1.00 1.2827 555 32.60 3.02 10.58 13.7 7y B Rdwy 1.00 0.4461 400 24.21 2.32 12.54 5.6 7aa B Rdwy 1.00 0.7661 467 33.06 2.46 12.07 9.3 7bb B Rdwy 1.00 0.3484 435 30.00 2.35 12.43 4.4 7dd B Rdwy 1.00 0.5915 469 26.73 2.68 11.42 6.8 7ee B&D Res 0.57 33.1983 1815 208.70 5.80 6.94 132.4 7ff B Rdwy 1.00 0.3169 388 21.56 2.34 12.47 4.0 7hh D Rdwy 1.00 1.0130 585 26.57 3.47 9.67 9.9 7ii D Rdwy 1.00 0.3468 280 9.19 2.23 12.86 4.5 7kk D Rdwy 1.00 0.1147 350 16.55 2.30 12.61 1.5 7 20 D Res 0.60 21.2475 1735 242.00 5.20 7.45 95.7 7 21 D Rdwy 0.95 1.4073 855 69.00 3.72 9.25 12.5 7 32 D Rdwy 0.95 0.2016 297 23.00 1.68 15.44 3.0 7 41 D Res 0.60 6.0083 1772 215.70 5.57 7.13 25.9 8b D Rdwy 1.00 1.0632 927 28.83 5.72 7.01 7.5 8 8c D Rdwy 1.00 0.4687 482 9.83 4.07 8.73 4.1 9e D Rdwy+Ind 0.90 1.1821 560 6.80 5.57 7.13 7.6 9 91 D Rdwy+Ind 0.90 13.8231 2000 73.66 9.69 4.99 62.6 91 D Rdwy 1.00 1.1513 1260 21.91 9.06 5.21 6.0 911 D Rdwy 0.80 6.1932 1035.0 59.00 4.93 7.71 38.5 10e D Rdwy 1.00 2.3232 990.0 30.49 6.04 6.76 15.8 10 lOf D Rdwy 0.87 6.0295 1040.0 61.85 4.87 7.77 41.1 101 D Rdwy 1.00 0.8681 753 18.00 5.40 7.27 6.4 10k D Rdwy 1.00 1.2775 610 7.00 6.09 6.73 8.7 101 B&D UOS 0.48 51.0709 3228 475.00 8.22 5.55 137.1 10m B&D Rdwy+UOS 0.60 7.0801 1985 251.00 5.99 6.80 29.1 Com = commercial ESH = environmentally sensitive habitat Ind = industrial Rdwy = roadway, medians, cut/fill Res = reseidential UOS = undeveloped open space UE-OS = utility easement-open space & j t i i j : i i i i i i till 1 J 1 i ( Drainage Watershed Soil Land Runoff Area Time of Rainfall 100 Year System No. Area No. Group Use Coefficient L H Concentration Intensity Flow ac ft ft min in/hr cfs lOn B&C Rdwy+UOS 0.60 14.5860 2163 412.50 5.47 7.21 63.6 lOnI B&C UOS 0.48 3.4202 1293 257.00 3.62 9.41 15.6 Com = commercial ESH = environmentally sensitive habitat Ind = industrial Rdwy = roadway, medians, cut/fill Res = reseidential UOS = undeveloped open space UE-OS = utility easement-open space APPENDIX A MAPS & CHARTS i I I j I I f I I i i COV....Y OF SAN DIEGO DEPARTMENT OF SANITATION & FLOOD CONTROL I 1 I 1 I J I i I J I 1 i I I i 33* Pr»pn U.S. DEPARTMEN — w~b>ii.iw II .1 w l\ I •FECIAL STUDIES ORA.NCII. OFFICE OF H 30 100-YEAR 6-HOUR PRECIPITATION ^20^ ISOPLUVIALS OF 100-YEAR 6-HOUR PRECIPITATION IN JENTHS OF AN INCH <1 by r OF COMMERCE NATIONAL OCEANIC AND AT.-joSPHEMIC AOhllNISTRATION IJROLOCy. NATIONAL WEATHER SERVICB 1" 118' 116' APPENDIX B HYDRAULIC ANALYSIS FOR PROPOSED PROFILE LOW POINT, 279+25 'RSF' HYDRAULIC ANALYSIS FOR PROPOSED PROFILE LOW POINT, 279+25 'RSF' To verify that the road will drain during the 100-year design storm at location of proposed profile low point of 279+25 'RSF', a hydraulic analysis was performed on two pipes shown on Hydrology Map 2. These pipes are designated as pipe '2' and '3' for storm drain system 10. These pipes drain the low point in Rancho Santa Fe Road utilizing two concrete Curb Inlets - Type B-2 (designated as units *e' and T) and outletting into the side of a reconstructed concrete-lined channel at 31 degrees. Hydraulic analyses performed using Haestad Methods software. This software takes the fixed hydraulic information such as pipe inverts, slope, size, roughness, allowable headwater elevation (maximum allowable HGL), tailwater elevation, and discharge, and computes the headwater elevation (computed HGL) at the upstream point. The software provides conservative results in that it assimies zero velocity at the upstream point. The analysis for pipe '2' was conducted, assuming the pipe was fiiU, based on the water surface elevation of the 100-year design storm of 337.r(see figure 1). The computed headwater elevation is then in turn used as the tailwater elevation for the analysis of pipe '3'. Results show that the HGL for inlet 'e' is 4.4' below the curb flow line opening and the HGL for inlet 'f is 0.8' below the curb flow line opening (see figure 1)- Culvert Calculator Report sys10: pipe 2, inlet e Solve For: Headwater Elevation Culvert Summary '•MT Allowable HW Elevation Computed Headwater Elevation Inlet Control HW Elev Outlet Control HW Elev 339.5 ft 335.1 ft 335.1 ft 335.0 ft Headwater Depth/ Height Discharge Tailwater Elevation Control Type 1.52 56.90 cfs 332.0 ft Inlet Control w» Grades Ml •M Upstream Invert Length 330.6 ft 98.3 ft Downstream Invert Constructed Slope 329.0 ft 0.015972 ft/ft >«l Hydraulic Profile "» •ma Profile Slope Type Flow Regime Velocity Downstream ComposileS1S2 Steep N/A 12.6 ft/s Depth, Downstream Normal Depth Critical Depth Critical Slope 1.8 ft 1.7 ft 2.4 ft 0.006269 ft/ft Section Section Shape Section Material Section Size Number Sections Circular Concrete 36 inch 1 Mannings Coefficient Span Rise 0.012 3.0 ft 3.0 ft Outlet Control Properties Outlet Control HW Elev Ke 335.0 ft 0.50 Upstream Velocity Head Entrance Loss 1.3 ft 0.7 ft inlet Control Properties Inlet Control HW Elev 335.1 ft Flow Control Submerged Inlet Type Square edge w/headwall Area Full 7 ft2 K 0.00980 HDS 5 Chart 1 M 2.00000 HDS 5 Scale 1 C 0.03980 Equation Form 1 Y 0.67000 c:\haestad\cvm\rs(l 058.cvm 07/13/98 06:32:25 AM <0 Haestad Methods, Inc. Project Engineer: Dokkon Engineering Ockken Engineering CulvertMaster v1.0 37 Brookside Road Watertxiry, CT 06708 USA (203) 755-1666 Pag© 1 of 1 Solve For; Headwater Elevation Culvert Calculator Report sys10: pipe 3, inlet f Culvert Summary Allowable HW Elevation Computed Headwater Elevation Inlet Control HW Elev Outlet Control HW Elev 338.1 ft Headwater Depth/Height 1.97 337.3 ft Discharge 41.10 cfs 336.8 ft Tailwater Elevation 335.1 ft 337.3 ft Control Type Outlet Control Grades Upstream Invert Length 332.4 ft Downstream Invert 63.1 ft Constructed Slope 331.0 ft 0.021553 ft/ft Hydraulic Profile Profile Slope Type Flow Regime Velocity Downstream Pressure N/A N/A 8.4 ft/S Depth, Downstream Normal Depth Critical Depth Critical Slope 4.1 ft 1.4 ft 2.2 ft 0.007912 ft/ft Section Section Shape Section Material Section Size Number Sections Circular Concrete 30 inch 1 Mannings Coefficient Span Rise 0.012 2.5 ft 2.5 ft Outlet Control Properties Outlet Control HW Elev Ke 337.3 ft Upstream Velocity Head 0.50 Entrance Loss 1.1 ft 0.5 ft Inlet Control Properties Inlet Control HW Elev 336.8 ft Flow Control Submerged Inlet Type Square edge w/headwati Area Full 5 ft* K 0.00980 HDS 5 Chart 1 M 2.00000 HDS 5 Scale 1 C 0.03980 Equation Form 1 Y 0.67000 Project Engineer; Ookken Engineering c:\haestad\cvm\rsf1058.cvm Dokken Engineering CulvertMaster vl.O 07/13>^ 06:32:43 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 USA (203) 755-1666 Page 1 of 1 { i I I i I t i I I ) I 340 - 137.1 330- H6i_ Ei-ev. 337.5 C3 /. % DOKKEN I APPENDIX C PHOTO GALLERY Hydraulic and Scour Studies for Proposed Rancho Santa Fe Road Bridge on San Marcos Creek Prepared for Dokken Engineering 3914 Murphy Canyon Road, Suite A-153 San Diego, CA 92123 Prepared by Howard H. Chang May 1998 Howard H. Chang P.O. Box 9492 Rancho Santa Fe, CA 92067 Consultants P.O. Box 9492 Rancho Santa Fe, CA 92067 Hydraulic and Hydrologic Engineering TEL: (619) 756-9050 Erosion and Sedimentation FAX: (619) 756-9460 TABLE OF CONTENTS 1. INTRODUCTION 1 n. HYDRAULIC STUDY 2 Flood Discharges 2 Hydraulic Analysis 3 Water-Surface Profiles for River Channel 3 Bridge Low Chord 4 Flow Velocities at Bridge Crossing 4 Hydrologic Data Summary 4 m. SCOUR STUDY 5 Mathematical Model for General Scour 6 The 100-yr flood and Flood Series in 100-yr Time Span 6 Simulation of Sediment DeHvery 7 Simulated General Scour at Proposed Bridge Crossing 8 Local Scour at Bridge Piers/Bents 8 Total Scour at Bridge Piers 9 IV. DESIGN OF PROTECTIVE SCHEMES 9 V. SELECTION OF RIPRAP FOR BANK PROTECTION 10 Size of Riprap 11 Stone Gradation 11 Riprap Layer Thickness 11 Filter Layer Size and Gradation 11 Filter Cloths (Geofabric) 12 Stone Shape 12 Riprap Placement : 13 REFERENCES 13 LIST OF FIGURES 15 FIGURES APPENDIX A. PROFILES OF CROSS SECTIONS APPENDIX B. INPUT/OUTPUT LISTINGS OF HEC-2 FOR EXISTING AND PROPOSED CONDITIONS APPENDIX C. INPUT/OUTPUT DESCRIPTIONS OF FLUVIAL-12 APPENDIX D. INPUT/OUTPUT LISTINGS OF FLUVIAL-12 FOR PROPOSED CONDITIONS Ml Hydraulic and Scour Studies for Proposed Rancho Santa Fe Road Bridge on San Marcos Creek I. INTRODUCTION The hydraulic and scour studies were prepared to provide the necessary information for the design of the proposed Rancho Satna Fe Road Bridge on San Marcos Creek in the City of Carlsbad, see Fig. 1. The existing Rancho Santa Fe Road Bridge on San Marcos Creek does not have the adequate capacity; therefore, this bridge will be replaced as a part of the Rancho Santa Fe Road improvement project. Dokken Engineering is the prime contractor for the bridge and road improvement project sponsored by the City of Carlsbad. Howard H. Chang Consultants is a subcontractor to Dokken Engineering responsible for the hydrology and bridge hydrauhcs. The proposed new bridge will be located just downstream of and parallel to the existing bridge. The new bridge has two separate parts as shown in Fig. 2. One part is for the southeast bound lanes while the other is for the northwest bound lanes. Each part has a width of 62 feet. The bridge has a total span of 360 feet to be supported by two set of bridge piers. Each pier has a width of 4 feet perpendicular to the flow direction. The bridge alignment is not normal to the stream flow. It should be noted that the bridge span was selected in order to avoid interference with the existing vegetation. The proposed bridge was designed to pass the 100-yr flood. The purpose of the hydraulic study was to determine the hydraulic geometry of the bridge and roadway profile. In addition, the study provides hydraulic calculations for flood levels and flow velocities imder the 50-yr, 100-yr. and overtopping floods as required in the hydrologic data summary. The bridge scour study was made to determme the potential stream channel changes during future floods. The information on scour will be used in the design of the bridge footings. San Marcos Creek at Rancho Santa Fe Road is located downstream of Lake San Marcos. Since the lake detains =«•> nearly all the sediment transported in the stream, the channel bed at Rancho Santa Fe Road is susceptible to scour in the future. The purposes of the scour study were (1) to finalize the hydraulic geometry of the bridge, (2) to provide information on general scour and local scour for the design of bridge piers and abutments, and (3) to provide engineering specifications on the design of bank protection for the bridge abutments. Two conditions were considered for the studies: the existing conditions and the proposed conditions. The existing conditions refer to the physical conditions of the stream channel with the existing Rancho Santa Fe Road Bridge. The proposed conditions refer to the stream channel with the proposed Rancho Santa Fe Road Bridge in place and the existing bridge removed. n. HYDRAULIC STUDY Water-siuface profiles and flow velocities for the stream channel were computed using the HEC-2 program for the existing conditions as well as the proposed conditions. Because of the long bridge span as selected, the proposed bridge is not expected to cause significant backwater water effects. The hydraulic design is subject to the requirements, regulations and policy by the Federal Emergency Management Agency (FEMA), including (1) conveyance of the base (100-yr) flood, and (2) backwater caused by the bridge and embankment and all other obstructions to be within one foot above the surface of the base flood. Flood Discharges - A hydrology study was made for the project. Flood discharges obtained in the study are tabulated in Table 1. Table 1. Summary of floods for San Marcos Creek at project site Floods Peak discharges, cfs lO-yr 7,520 50-yr 14,500 100-vr 16,500 Hydraulic Analysis - Locations of cross sections selected for the hydrauhc analysis are shown in Fig. 1. The respective cross-sectional profiles are given in Appendix A. Those sections near the bridge crossing and their respective locations are tabulated blow: Table 2. Selected cross sections and their locations Section Number Locations river miles 6.221 Downstream edge of proposed bridge 6.259 Upstream edge of proposed bridge 6.260 Downstream edge of existing bridge m 6.280 Upstream edge of existing bridge The HEC-2 computer program was used to compute the water-surface profiles and velocities in the stream channel for the existing conditions as well as the proposed conditions. Cross-sectional data for the channel was digitized fi'om the survey information obtained by in 1998. The HEC-2 study reach starts firom downstream at Section 6.047 and ends at Sec. 6.387, see Fig. 1. The section numbers are measured in river miles. Results of the HEC-2 computation are described below. Detailed input/output listings of HEC-2 runs are given in Appendix B. Water-Surface Profiles for River Channel - Water-surface profiles for the stream channel were computed based on the 50-yr and 100-yr floods. Results of the computation are shown in Fig. 3 for the existing conditions, in Fig. 4 for the proposed bridge. The computed 100-yr water-surface elevations are also shown in Fig. 5 for comparison. The niunerical values for the water-surface elevations are summarized in Table. 3. Fig. 5 and Table 3 show that the proposed bridge will result m lower flood levels on the upstream side of the bridge. The bridge project will not cause any increase in the 100-yr flood level. Table 3. Computed water-surface elevations for the 100-yr flood Section number Computed water-surface elevation, feet Section number Existing conditions Proposed conditions 6.047 327.6 327.6 6.084 330.8 330.8 6.118 332.1 332.1 6.157 335.1 335.1 6.191 335.7 335.7 6.221 336.8 336.6 6.259 339.6 337.1 6.260 341.8 6.280 341.1 338.8 6.305 342.2 339.7 6.342 342.5 340.3 6.387 342.7 340.7 Bridge Low Chord - For a bridge, a fireeboard is required for drift passage. The drainage basin of San Marcos Creek has a moderate growth of natural vegetation in the semi-arid climate. The fi-eeboard of about three feet is considered adequate for streams of moderate drift. The recommended bridge low chord elevation is 340 feet which provides a clearance of about three feet. Flow Velocities at Bridge Crossing - The cross-sectionally averaged velocities at the proposed bridge opening were computed to be 10.9 feet per second for the 50-yr flood and 11.4 feet per second for the IOO-3T flood. Hydrologic Data Summary - The hydrologic data include characteristics of the design flood, the base flood, the record flow and the overtopping flood. The design flood is die peak discharge selected for the design of the bridge located witiiin a base floodplain. By definition, tiirough lanes will not be overtopped by the design flood. The base flood is the 100-yr flood for which the exceedance probability is one percent in any given year. The record flood is the greatest recorded flood in the drainage basin; hs value is not available. The hydrologic data summary is given in Table 4. The overtopping flood was determined based on the minimum roadway elevation for the bridge assumed to be 343 feet. Table 4. Hydrologic Data Stunmary m Hydrologic Flood of Standard flood Over-Design Flood m Siunmary Record topping *m flood mm Frequency (Yrs.) N/A 50 100 350 100 •m Discharge (CFS) N/A 14,000 16,5000 28,000 16,500 m Water-Surface Elev. (Ft) N/A 336.2 337.1 344 337.1 Velocity (FPS) N/A 10.9 11.4 12.5 11.4 m. SCOUR STUDY Streambed scour at abridge crossing consists of general scour and local scour. The general scour is related to the sediment supplied to and transported out of a channel reach. The local scour is due to the local obstruction to fiow by a bridge pier^ent or abutment. To determine the general scour, it is necessary to consider the sediment supply by flow to the channel reach and sediment removal out of the reach. Sediment delivery in the river channel and supply to the subject area are related to the flood hydrograph, channel geometry, and sediment characteristics, etc. To account for these factors, it will reqtiire matiiematical simulation of the hydraulics of river flow, sedunent transport and stream channel changes. Sediment transport in a stream channel is related to the sediment characteristics. Grain size distributions for bed samples taken from San Marcos Creek are shown in Fig. 6 Mathematical Model for General Scour - The FLUVIAL-12 model (Chang, 1988) is employed for this project. For a given flood hydrograph, the FLUVIAL model simulates spatial and temporal variations in water-surface elevation, sedunent transport and channel geometry. Scour and fill of the stream bed are coupled with width variation in the prediction of river channel changes. Computations are based on finite difference approximations to energy and mass conservation that are representative of open channel fiow. The model simulates the inter-related changes in channel-bed profile and channel width, based upon a stream's tendency to seek uniformities in sediment discharge and power expenditure. At each time step, scour and fill of the channel bed are computed based on the spatial variation in sediment discharge along the channel. Channel-bed corrections for scour and fill will reduce the non-uniformity in sediment discharge. Width changes are also made at each time step, resulting in a movement toward uniformity m power expenditure along the channel. Because the energy gradient is a measure of the power expenditure, uniformity in power expenditure also means a uniform energy gradient or linear water surface profile. A river channel may not have a uniform power expenditiue or linear water-surface profile, but it is constantly adjusting itself toward that direction. The model was calibrated using field data of die San Diego River (Chang, 1982), die San Dieguito River (Chang, 1984), the San Lorenzo River (Chang, 1985), and the San Luis Rey River (Chang, 1990). The 100-yr flood and Flood Series in 100-yr Time Span - The hydrograph for the 100-yr flood of San Marcos Creek that was determined in the hydrology study is shown in Fig. 7. It has a short duration with flood discharge rising and falling rapidly as is characteristic of the semi-arid region. In the future, one should expect various flood events. In the time span of 100 years, one may expect statistically one flood event exceeding the 100-year flood, two events exceeding the 50- year flood, fotu events exceeding the 25-year flood, ten events exceeding the 10-yr flood, etc. For this river reach, most of the sediment transport occurs during major floods. Those events less than the 10-yr flood have very limited discharge and hence transport capacity; therefore, only those events greater than the 10-yr flood are included in the flood series for simulation. The sequence of viewpoint, it is best to achieve a uniform delivery, the non-silt and non-scour condition, for dynamic equilibriiun. Spatial variations in sediment delivery as shown m Figs. 9 and 10 indicate the potential for net scour along the stream reach. Such a trend is related to the presence of Lake San Marcos. The lake detains all the bed sediment supply firom upstream to result in downstream scour. Simulated General Scour at Proposed Bridge Crossing - The simulated water-surface profile and channel-bed profile changes near the crossing of the proposed bridge are shown in Figs. 11 and 12 for the 100-yr flood and die flood series, respectively. The simulated changes in cross- sectional profile at the bridge crossing are shown in Figs. 13 through 16 for these two cases. The deviation of the channel-bed elevation from the design (initial) bed level is the general scour. At the bridge crossing, general scour grows with the flood duration and it is simulated to reach the maximum at the end of the flood series. Because of the channel-bed scoiu, water-surface elevations based on the fluvial analysis are generally lower dian those based on the fixed channel boundary or HEC-2 analysis. Local Scour at Bridge Piers/Bents - The magnitude of local scour around bridge piers/bents may be estimated using certain established formulas. The Federal Highway Administration has adopted the following equation (see HydrauHc Engineering Circular No. 18 by Richardson, 1990) for round-nosed piers^ents or cylindrical piers^ents. Y/Y, = 2.0 Ki K2 (b/Y,)0-^^ (2) where Ys - depth of local scour measured from the mean bed elevation, in feet; Ki = correction for pier^ent nose shape, equal to 1 for circular pie^s^ents and 1.1 for square-edged piers; K2 = correction factor for angle of attack, equal to 1 for zero skew; b = projected pier/bent width; Yi = approach flow depth; F = Froude number; and V = velocity of approach flow. The required hydraulic information for this equation are included in tiie FLUVIAL-12 output with ^ bridge in place. ^ Local scour at die bridge piers was computed using Eq. 2. Pertinent parameters for the ^ bridge and hydrauhc of flow from the output listings of FLUVIAL-12 at the peak discharge are m tabulated below: Yi = deptii of flow =11.4 feet F = Froude number = 0.70 Based on these values, the value for maximum local scoiu* was computed to be 9.9 feet for the pier width of 4 feet. The maximum total scour at the bridge piers is the general scour plus the local scour. The local scour depths at the bridge piers are also plotted in Figs. 13,14, 15, and 16. Total Scour at Bridge Piers - Total scour at a bridge pier is the general scour plus the local scour. Values of the total scour as depicted in Figs 13,14,15 and 16 were compared. It can be seen that greater total scour is predicted for the flood series than for the 100-yr flood. The maximum total scour depdis for the piers are summarized below: «« ^ For the southeast pier, the maximum total scoiu is to reach the elevation of 311 feet. ^ For the northwest pier, the maximum total scour is to reach the elevation of 315 feet. m These total scour depths should be used in the design of bridge piers. If pile caps are used, they m should be located below these elevations. m ^ IV. DESIGN OF PROTECTIVE SCHEMES • Protective measures for bridge piers^ents and abutments are required to safeguard these ^ structures against potential scour. Each structure must be strong enough to withstand the force of flow and must also be entrenched beyond the potential scour. The abutments should be parallel to flow, covered by bank protection strong enough to withstand the flow velocity. Pile caps for piers, if any, and toe elevations for bank protection should be designed to entrench below die maximum total scour (general and local). The structural design of piers/bents should also consider the scour depth. For the southeast pier, the maximum total scour reaching die elevation of 311 feet is recommended for use in the design of this pier. For the northwest pier, die maximum total scour reaching die elevation of 315 feet should be used.. If pile caps are used, diey should be located below the respective elevations. Maximum total scour depths at the abutments are not computed. The recommended toe elevations are given below. For the southeast abutment, the recommended toe elevation for bank protection is 311 feet. For the northwest abutment, the recommended toe elevation for bank protection is 323 feet. V. SELECTION OF RIPRAP FOR BANK PROTECTION Rock riprap is a popular material for bank protection because of its availability and effectiveness. Design Criteria for rock riprap are given by the U.S. Army Corps of Engineers (1970), die Federal Highway Administration (Brown and Clyde, 1989), and California Department of Transportation (1970). Rock riprap must be selected to withstand the velocity of flow and the riprap revetment should also entrench beyond the potential channel bed scour. The stability of riprap revetment depends on the major factors of stone weight, stone shape, gradation and riprap layer thickness. Stones used for riprap should be hard, diuable, and angular in shape. Slab-like stones, which are susceptible to hydrodynamic forces, should be avoided. Well-graded material should be used for the riprap blanket so that the interstices formed by large stones are filled by smaller ones in an interlocking fashion. Use of poorly graded material may result in a blanket with large pockets and 10 viewpoint, it is best to achieve a uniform delivery, the non-silt and non-scour condition, for dynamic equilibrium. Spatial variations in sediment delivery as shown in Figs. 9 and 10 indicate die potential for net scour along the stream reach. Such a trend is related to the presence of Lake San Marcos. The lake detains all the bed sediment supply from upstream to result in downstream scour. Simulated General Scour at Proposed Bridge Crossing - The simulated water-surface profile and channel-bed profile changes near the crossing of the proposed bridge are shown in Figs. 11 and 12 for die 100-yr flood and die flood series, respectively. The simulated changes in cross- sectional profile at die bridge crossing are shown in Figs. 13 dirough 16 for tiiese two cases. The deviation of die channel-bed elevation from the design (initial) bed level is the general scoiu. At die bridge crossing, general scour grows with the flood duration and it is simulated to reach die maximum at die end of the flood series. Because of the chaimel-bed scotu, water-surface elevations based on the fluvial analysis are generally lower than those based on die fixed channel boundary or HEC-2 analysis. Local Scour at Bridge Piers/Bents - The magnitude of local scour around bridge piers^ents may be estimated using certain established formulas. The Federal Highway Administration has adopted the following equation (see Hydrauhc Engineering Circular No. 18 by Richardson, 1990) for round-nosed piers/bents or cylmdrical piers^ents. Y,/Y, = 2.0 K, K2 (b/Yi)° " F*'' (2) where Ys = deptia of local scour measured from the mean bed elevation, in feet; KI = correction for pier/bent nose shape, equal to 1 for circular piers^ents and 1.1 for square-edged piers; K2 = correction factor for angle of attack, equal to 1 for zero skew; b = projected pier^ent width; Yi = approach flow depth; loss of the bank material. However, poor gradations of rock used as riprap can be remedied with a proper filter placed between die riprap and bank material. The size of median-weight stone W50 is the representative size to withstand the design shear. Control of die riprap gradation is made by visual inspection. Specifications for riprap stones pertain to die stone size, stone shape, stone gradation, riprap placement and riprap layer thickness are given below. Size of Riprap - The selection of riprap size was in consideration of the recommendations by die Corps of Engmeers (1970). From the HEC-2 output, die mean flow velocities along die bank protection are generally below 12 feet per second at die peak 100-yr flood. On die basis of the velocities, die median weight of riprap should be 500 lbs which has die equivalent diameter of 21 inches. Stone Gradation - The gradation of stones in riprap revetment affects the riprap's resistance to erosion. The stones should be reasonably well graded throughout the m-place layer thickness. Specifications given below provide for two limiting gradation curves. 95 - 100 % of die stones should be larger dian 75 lb. 50- 100 % of the stones should be larger dian 500 lb. 0 - 5 % of the stones should be larger than V2 ton. Any stone gradation, as determined from a field test sample, that lies within these limits should be acceptable. The gradation lunits should not be so restrictive that stone production costs would be excessive. Riprap Layer Thickness - Use the thickness of 2.75 feet Filter Layer Size and Gradation - Two 5-in. filter layers are needed. The top layer beneadi die riprap layer has the following gradation size range: 12.2 mm < djj < 98 mm 13.7 mm < d^Q 11 98 mm < dgj Based on the range given above, the following size gradation for top filter is recommended. d,5 of top filter = 30 mm dso of top filter = 60 mm dgs of top filter =130 mm This gradation is similar to No. 3 backing under the Caltrans specifications. The lower filter layer beneath the top filter layer has the following gradation size range 1.15mm<di5<9.2mm 1.5 mm < djo < 28 mm and dgs > 6 mm The following average size gradation for this layer is recommended di5 = 3 mm, djo = 6 mm dg5 = 12 mm The two 5-inch layers may also be replaced by a single 9-inch layer widi the size gradation of the top filter layer. Filter Cloths (Geofabric) - Required Stone Shape - Riprap stones should be blocky in shape rather than elongated, as more nearly cubical stones "nest" together best and are most resistant to movement. The stone should have sharp, 12 m clean edges at die intersections of relatively flat faces. Cobbles with rounded edges are less resistant to movement, although the drag force on a rounded stone is less than on sharp-edged, cubical stones. As the mtemal friction angle of a graded mass of cobbles is less dian an equal mass of cubical stones, die cobble mass is more likely to be eroded by channel flow. The following sharp limitations are specified for riprap obtained from quarry operations: (1) The stone shall be predominantly angular in shape. (2) Not more dian 25 percent of die stones reasonably well distributed duoughout the gradation shall have a lengdi more than 2.5 times the breadth or thickness. (3) No stone shall have a lengdi exceeding 3.0 times its breadth or diickness. Riprap Placement - Riprap should be placed on the filter blanket or directly on die prepared slope when the filter blanket is not required. The placement may be accomplished by dumping stones from trucks directly or by hand. Draglines with buckets and other power equipment are also used in the placement. The riprap should be so placed that there is approximate uniformity with no segregation in size. REFERENCES Brown, S. A. and Clyde, E. S., 1989, "Design of Riprap Revetment", FHA-IP-89-016, Hydraulic Engineering Circular No. 11. Cahfomia Department of Transportation, "Bank and Shore Protection in CaUfomia Highway Practice", 1970. Chang, H. H., 1982, "Mathematical Model for Erodible Channels", Journal of the Hydraulics Division, ASCE, 108(HY5), 678-689. Chang, H. H., 1984, "Modeling River Charmel Changes", Journal of Hydraulic Engineering, ASCE, 110(2), 157-172. 13 Chang, H. H., 1985, "Water and Sediment Routing Through Curved Channels", Journal of Hydraulic Engineering, ASCE, 111(4), 644-658. Chang, H. H., Fluvial Processes in River Engineering, John Wiley & Sons, New York, 1988, 432 pp. Chang, H. H. and Stow, D., 1989, "Matheinatical Modeling of Fluvial Sand Delivery", Journal of Waterway, Port, Coastal, and Ocean Engineering, 115(3), 311-326. Chang, H. H., 1990, "Test and Calibration Study of FLUVIAL-12 Using Data From die San Luis Rey River", prepared for Nolte and Associates and die San Diego County Water Authority. Corps of Engineers, "Hydraulic Design of Flood Control Channels", EM 1110-2-1601,1970. Richardson, E. V., 1990, "Evaluating Scour at Bridges", Hydrauhc Engineering Circular No. 18, U. S. Dept. of Transportation, Federal Highway Administration. 14 LIST OF FIGURES Fig. 1. Study reach of San Marcos Creek with cross section locations Fig. 2. Cross-sectional view of proposed bridge Fig. 3. Water-surface and channel-bed profiles for die existing conditions based on HEC-2 analysis Fig. 4. Water-surface and channel-bed profiles for die proposed conditions based on HEC-2 analysis Fig. 5. Comparison of water-surface profiles for 100-yr flood Fig. 6. Grain size distributions of bed material Fig. 7. Hydrographs for 100-yr and 10-yr floods Fig. 8. Flood series in 100-yr time span Fig. 9. Spatial variations in sediment delivery diuing 100-yr flood Fig. 10. Spatial variations in sediment delivery during flood series Fig. 11. Water-surface and channel-bed profiles of stream reach during 100-yr flood Fig. 12. Water-surface and channel-bed profiles of stream reach dtuing flood series Fig. 13. Sunulated changes due to scour at bridge crossmg during 100-yr flood Fig. 14. Simulated changes due to scour at bridge crossing during 100-yr flood Fig. 15. Simulated changes due to scour at bridge crossing during flood series Fig. 16. Simulated changes due to scour at bridge crossing during flood series 15 II 11 11 tl II fti II li It ij II II II II li C 9 Fig. 1. Study reach of San Marcos Creek with cross section locations iiijiiiiliiAiitililililllilfliiii R&MCKO SAMTA FE ROAD TYPE 26 O 1- Fl m n :z n m n :z u u Fig. 2. Cross-sectional view of proposed bridge 2 o QD y no filllllllllllil^i San Marcos Creek Water-Surface and Channel-Bed Profiles Based on HEC-2 Analysis 350 Elev., feet 345 340 335 - 330 325 320 315 310 6.05 6.1 V 50-yr water surface 100-yr water-surface I Channel bed 6.15 6.2 6.25 6.3 Channel station, river miles 6.35 6.4 Fig. 3. Water-surface and charmel-bed profiles for the existing conditions based on HEC-2 analysis iilillllijlililiilfcilillllftill 5*3 San Marcos Creek Water-Surface and Channel-Bed Profiles Based on HEC~2 Analysis 350 Elev.. feet 345 340 335 330 325 320 315 - 310 6.05 6.1 New bridge 50-yr water surface ^ 100-yr water-surface I Channel bed 6.15 6.2 6.25 6.3 Channel station, river miles 6.35 6.4 Fig. 4. Water-surface and channel-bed profiles for the proposed conditions based on HEC-2 analysis ilillliilftilii liliiiliiiiiliiji^ San Marcos Creek Comparison of 100-yr Water-Surface Based on HEC-2 Analysis 350 Elev., feet 345 - 340 - 335 330 325 - 320 - 315 - 310 6.05 6.1 6.15 6.2 6.25 Channel station, river miles -V-Proposed W. S. Existing W. S. Channel bed i i 6.3 6.35 6.4 Fig. 5. Comparison of water-surface profiles for 100-yr flood II li II II II li la li II II II II II li II if i San Marcos Creek Grain Size Distributions near Rancho Santa Fe Road 100 90 ao 70 60 50 40 30 20 10 h 0 Percent passing *~ At river mile 5.8 i At bridge crossing •"S" At river mile 7 I MM! J \ i i i i 0.01 0.1 10 100 Grain size, mm Fig. 6. Grain size distributions of bed material I 1 I tilllllllililllllillllllllt 3 i San Marcos Creek Hydrographs at Rancho Santa Fe Road la Discharge, cfs (Thousands) 17 16 15 14 13 12 11 10 h 9 a 7 6 5 4 3 2 h ^ h 100-yr flood 10-yr flood 0 Fig. 7. Hydrographs for 100-yr and 10-yr floods Illllilililili lllllllllilllli San Marcos Creek Hydrograph for Flood Series Discharge, cfs (Thousands) 10 20 30 40 50 60 70 Time, hrs. 80 90 100 110 120 Fig. 8. Flood series in lOO-yr time span illlllllllllliilllllltllliiijlii San Marcos Creek Spatial Variations in Sediment Delivery During 100-yr flood 80 70 60 - Delivery, 1000 tons • At peak flow At end of flood 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7 Channel station, river miles Fig. 9. Spatial variations in sediment delivery during 100-yr flood 11 II li II li II 11 li li II II II li II 11 li t 3 San Marcos Creek Spatial Variations in Sediment Delivery During 100-yr flood series 140 120 100 80 60 40 20 0 Delivery, 1000 tons At peak flow At end of series 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 Channel station, river miles Fig. 10. Spatial variations in sediment delivery during flood series iiilililiijiililiiiiililiiiiiiii San Marcos Creek Water-Surface and Channel-Bed Profiles During 100-yr flood 390 380 370 360 350 340 330 320 310 300 290 280 Elev., ft "^v^ Peak water surface ~*~ Bed at peak flow I Initial bed S- Bed at end of flood 270 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 Channel station, river miles 6.6 6.7 6.8 6.9 7 Fig. 11. Water-surface and channel-bed profiles of stream reach during 100-yr flood II li II li li II 11 li II li II II li II li ii II li i i San Marcos Creek Water-Surface and Channel-Bed Profiles During 100-yr flood series 390 380 370 360 Elev., ft Peak water surface ~* Bed at peak flow t Initial bed 9~ Bed at end of series 270 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 Channel station, river miles 6.6 6.7 6.8 6.9 7 Fig. 12. Water-surface and channel-bed profiles of stream reach during flood series fllllililililllllllilllllilillti&ii San Marcos Creek See. 6.221 (downstream face of bridge) During 100-yr flood Elev., feet 350 345 340 - 335 - 330 - 325 ~ 320 - 315 - Initial profile —*— Bed at peak flow "B" Bed at end of Flood 310 350 400 450 500 550 600 650 Station (looking downstream), feet 700 With proposed bridge Fig. 13. Simulated changes due to scour at bridge crossing during 100-yr flood 750 litililllilillillitllilllillliliiitiij San Marcos Creek Sec. 6.259 (upstream face of bridge) During 100-yr flood 350 345 Elev., feet 310 Initial profile Bed at peak flow -e~ Bed at end of flood 340 380 420 460 500 540 580 Station (looking downstream), feet With proposed bridge 620 660 Fig. 14. Simulated changes due ,0 scour at bridge crossing during ,00-yr flood 700 II 11 II li II II II II II II li li II II II II i San Marcos Creek Sec. 6.221 (downstream face of bridge) During flood series Elev., feet 350 345 340 335 330 325 320 315 Initial profile —^ Bed at peak flow "9- Bed at end of series 310 350 400 450 500 550 600 650 700 Station (looking downstream), feet With proposed bridge 750 Fig. 15. Simulated changes due to scour at bridge crossing during flood series lilllllililiiitlllillllllllllili San Marcos Creek Sec. 6.259 (upstream face of bridge) During flood series Elev., feet 350 345 340 U 335 330 - 325 - 320 - 315 - 310 Initial profile —*— Bed at peak flow "Q- Bed at end of series 340 380 420 460 500 540 580 620 Station (looking downstream), feet With proposed bridge Fig. 16. Simulated changes due to scour at bridge crossing during flood series 660 700 APPENDIX A. PROFILES OF CROSS SECTIONS Profile of Section 6.047 345 Elev.. ft 315 - 310 400 425 450 475 500 525 550 575 600 625 650 Station (lookigg downstream), ft Proflie of Section 6.083 345 Elev., ft 315 - 310 400 425 450 475 500 525 550 575 600 Station (lookiiig downstream), ft 625 650 Proflie of Section 6.117 350 Elev.. ft 320 - 315 325 350 375 400 425 450 475 500 525 550 575 600 Station (looking downstream), ft Proflie of Section 6.157 350 345 340 335 330 325 - 320 - Elev., ft 315 350 400 450 500 550 600 650 700 750 800 Station (looking downstream), ft Proflie of Section 6.191 350 Elev.. ft 315 350 400 450 500 550 600 650 700 Station (looking downstream), ft 750 800 355 Elev.. ft 325 - 320 Proflie of Section fl.S81 Existing conditions 300 400 500 600 700 800 Station (looking downstream), ft 900 1000 Proflie of Section 6.221 Proposed coDdiUoDS 350 Elev.. ft 315 350 400 450 500 550 600 650 Station (looking downstream), ft 700 750 Proflie of Section 6.259 Existing conditions 355 350 345 340 335 330 325 Elev., ft 320 100 200 300 400 500 600 700 800 Station (looking downstream), ft 900 1000 355 350 345 Elev.. ft 320 300 350 Proflie of Section 6.259 Proposed condiUons - Along bridge 400 450 500 550 600 Station (looking downstream), ft 650 700 355 Elev., ft 325 - 320 Proflie of Section 6.280 Existing conditions - Along bridge 250 300 350 400 450 500 550 600 650 700 750 800 850 Station (looking downstream), ft Elev.. ft 320 Proflie of Section 8.280 Proposed condlUons - Normal to tlaw 400 450 500 550 600 650 700 Station (looking downstream), ft 750 800 Proflie of Section 6.305 Existing conditions 355 Elev.. ft 320 400 450 500 550 600 650 700 Station (looking downstream), ft 750 800 355 Elev.. ft 320 Proflie of Section 6.342 Existing conditions 250 300 350 400 450 500 550 600 650 700 750 Station (looking downstream), ft 355 Elev., ft 320 Proflie of Section 6.387 Existing conditions 250 300 350 400 450 500 550 600 650 Station (looking downstream), ft 700 750 APPENDDC B. INPUT/OUTUT LISTINGS OF HEC-2 FOR EXISTING AND PROPOSED CONDITIONS • HEC-2 WATER SURFACE PROFILES • • * •m • Version 4.6.2; May 1991 • • RUN DATE OSMAYSa TIME 08:04:12 • U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 9S616-4687 (916) 756-1104 X X xxxxxxx xxxxx XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X xxxxxxx XXXXX xxxxx HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 XXXXX X X X xxxxx X X xxxxxxx THIS RUN EXECUTED 09MAY98 08:04:12 Tl T2 T3 SAN MARCOS CREEK NEAR RANCHO SANTA FE ROAD, EXISTING CONDITIONS FOR CITY OF CARLSBAD AND DOKKEN 50-YR FLOOD, MAY 1998, HOWARD H. CHANG mm ji ICHECK INQ NINV IDIR STRT METRIC HVINS Q HSEL 0 2 0 0 0.0120 0 0 0 325 m J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 0 -1 0 0 0 0 0 0 QT 2 14000 16500 NC 0.040 0.040 0.060 0.1 0.3 XI S.047 17 460 526 250 450 350 GR 338.0 424 330.0 441 327.9 448 318.7 460 GR 312.1 475 312 .2 481 313 .6 485 313.3 511 m GR 330.4 555 331.1 553 327.4 559 328.0 571 GR 328 .0 623 340.0 644 XI 6.083 24 454 523 210 175 193 Ml GR 340.0 393 330 .0 411 322.7 440 321.0 450 GR 319. 1 465 316.9 467 317.0 472 319.5 477 GR 317.8 482 317.9 486 319.1 488 320 .0 503 OR 318.6 520 320.1 523 319.7 537 319.4 543 GR 332 .0 570 333.8 577 333.8 592 344 .0 636 NC 0.08 XI S.117 17 463 543 180 lao 180 m GR 344.0 336 330.0 382 323.8 423 323 .5 428 GR 322 .6 463 321.7 479 321.0 496 319.3 503 M GR 321.1 512 320 .7 519 325.4 526 326.9 543 GR 331.0 571 342 .0 598 XI 5.157 20 443 556 180 225 210 X3 680 m GR 346.0 367 332.0 410 332.S 414 325.0 443 GR 322.0 497 321.3 503 321.6 509 322.2 510 GR 324.4 521 325.2 533 327.0 556 326.9 587 GR 327.7 612 329.3 641 329.6 644 332.0 671 FQ ITRACE 314.6 314.3 327.8 319.5 319.4 318.3 327.0 323 .0 320.0 326.9 324.2 322.4 327.1 334.0 469 S26 590 454 480 510 561 449 510 557 466 516 601 7B7 B-1 XI 5.191 18 451 557 160 190 178 X3 650 *MfH GR 343.0 391 341.0 413 325.9 451 324.6 476 GR 324.2 491 325.2 499 323 .3 520 325.4 528 :M GR 327.1 603 327.2 604 323 612 330 660 :M GR 334 705 336 732 338 760 660 EXISTING CONDITIONS •m DOWNSTREAM FACE OF PROPOSED RSF BRIDGE ami DOWNSTREAM FACE OF PROPOSED RSF BRIEXSE XI 6.221 23 385 566 250 110 170 0.50 X3 720 •m GR 350.0 315 345.7 355 331.0 385 330.4 396 GR 322.1 431 326.5 455 326.9 485 326.7 525 m GR 326.0 595 326.8 631 328.0 673 327.1 700 OR 323.0 734 328.7 762 330.0 787 330.0 302 GR 330.0 321 330.3 352 332.0 991 UPSTREAM FACE OF PROPOSED RSF BRIDGE XI 6.259 24 350 569 200 200 200 0 .50 X3 350 338 720 390 GR 348.0 130 347.9 185 342.0 217 338.5 244 GR 334.2 325 332.9 350 329.6 376 327.7 417 GR 325.7 463 325.9 506 326.2 545 329.6 559 GR 333.3 619 333.0 672 333 .7 685 332.6 743 GR 332.4 829 334.4 369 335.9 917 337.0 943 EXISITNG BRIDGE STARTS NC 0.05 0.3 0.5 XI 6.260 25 405 605 20 20 20 0.707 X3 720 337 MHi GR 341.0 270 340.1 304 339.7 349 338.9 399 GR 327.2 425 325.6 437 324.7 449 324.9 462 GR 324 .2 487 323 .2 498 325.9 511 326.4 518 GR 32S.7 559 327.5 573 328.1 592 336 605 <•» GR 337.7 653 336.4 702 335.9 754 335.4 307 S8 1.1 1.65 3 0 170 8 1330 0 «• UPSTREAM FACE OF EXISTING RSF BRIDGE XI 6 .230 70 70 70 0 .707 mm X2 1 335.2 336 X3 10 BT -15 270 341 341 304 340 .1 340.1 349 UK BT 399 338.9 338.9 405 338.6 333.0 450 BT 500 338.0 336.0 5S0 333.4 336.4 605 3T 610 337.3 337.3 653 337.0 337.0 702 ST 754 335.9 335.9 307 335.4 335.4 811 NC 0.05 0.1 0.3 XI' 6.305 12 460 543 80 200 135 GR 339.0 433 328.9 460 327.1 482 325.7 487 GR 326.5 500 327.5 512 327.8 543 329.2 564 m GR 343 .3 764 346 300 XI 6.342 27 464 537 195 195 195 GR 346 275 344 295 342 313 340.0 327 GR 336.0 367 334.0 398 333 .0 419 331.5 442 m GR 328.5 473 326.7 474 324.3 480 325.9 502 GR 327 .1 537 329.4 540 332 .6 531 336.0 608 GR 333.5 645 333.5 651 339.3 671 342.3 681 GR 345.1 740 345.4 744 XI 6.387 14 469 537 235 235 235 GR 342.0 296 331.5 409 329.7 469 327.7 471 GR 324.8 508 326.4 511 •-330 .3 519 333 .2 537 GR 338.3 605 339.8 640 341.7 661 343 .6 691 322.7 326.4 332 322 325, 327, 329, 336, 328, 334, 331, 338 325.3 325.4 337.3 335.5 323.2 0.707 339.7 338.3 337.3 336.4 335.5 325.2 338.0 338 330 327 338 344 326, 337, 479 5S7 684 404 566 700 309 302 446 569 755 405 473 533 610 811 323 .2 339, 336 335. 336. 335. 497 693 345 464 511 636 705 488 581 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR HSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XHR ICONT HL VOL WTN CORAH OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST -PROF 1 CCHV- .100 CEHV-.300 B-2 "SECNO 6.047 6 .047 14000.0 .00 .012116 14.28 326.38 330.9 12038.3 8.60 14.50 250. 350. .00 1630.7 12.40 450. 325.00 38.5 .040 0 329.50 830.1 .060 0 3 .11 131.5 .040 3 .00 .0 .000 .00 .00 .0 312.10 97.78 318.70 314.30 449.98 547.76 •SECNO 6.083 3301 HV CHANGED MORE THAH HVINS 6.083 14000.0 .00 .007879 12.51 2106.4 10.44 210 . 329.41 7443.6 10.25 193. .00 4450.0 13.58 175. .00 201.8 .040 3 331.44 726.4 .060 0 2.03 327.7 .040 0 1.84 4.9 .000 .00 .11 .6 316.90 152.01 319.50 320 .10 413.33 565.34 •SECNO 6.117 6 .117 14000 .0 .01 .013050 11.22 7131.2 14.68 180. 331.02 6044.9 8.77 180. .00 823.3 9.50 180. .00 485.3 .040 2 333 .32 638.9 .030 0 2.30 86.7 .040 0 i.ao 10.2 .000 .00 .08 1.3 319.80 192.40 322.60 326.90 373.65 571.05 •SECNO 6.157 3280 CROSS SECTION 6.16 EXTENDED .17 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.65 3470 ENCROACHMENT STATIONS' 5.157 14000.0 .02 .004789 12.37 1267.3 7.37 130. 334.17 6906.8 6.01 210. .0 .00 5825.4 8.49 225. 680.0 TYPE" ,00 171. 9 .040 2 334.99 1149.6 .030 0 TARGET- .82 686.5 .040 0 679.999 1.52 .15 17.9 2.4 .000 321.30 .00 276.65 325 .00 327.00 403.35 630.00 •SECNO 6.191 3470 ENCROACHMENT STATIONS- .0 6.191 12.22 334.92 .00 14000.0 717.7 6571.1 6711.2 .02 7.01 6.21 9.94 .005261 160. 178. 190. 650.0 TYPE- 1 TARGET. .00 335.98 1.06 102.4 1053.2 675.3 .040 .030 .040 2 0 0 549.999 .91 25.9 .000 .00 .07 3.4 322.70 221.71 325 .90 326.40 428.29 650.00 •SECNO 6.221 3230 CROSS SECTION 6.22 EXTENDED 3.87 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO « 1.42 3470 ENCROACHMENT STATIONS. .0 720.0 TYPE. DOWNSTREAM FACE OF PROPOSED RSF BRIDGE 6.221 14000 .0 .03 .002620 13 .77 33 .3 2 .75 250 . 335.37 .00 3347.9 10113.3 4.24 7.06 170. 110. .00 12.1 .040 2 336.51 906.6 .080 0 TARGET- .64 1432.5 .040 0 719.999 .49 32 .7 .000 .00 .04 4.3 322.10 307.97 331.00 325.50 345.03 653.00 •SECNO 6.259 3230 CROSS SECTION 6.26 EXTENDED 2 .00 FEET 3301 HV CHANGED MORE THAN HVINS 3635 20 TRIALS ATTEMPTED WSEL.CHSSL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS. ELEHCL- 333.00 ELENCR. 350.0 390.00 720.0 TYPE. TARGET-370.000 B-3 UPSTREAM FACE OF PROPOSED RSF BRIDGE 6 .259 14000.0 .03 .010148 13.30 156.4 3 .40 200. 339.00 1353.2 3 .73 200 . 339.00 12490.4 12.06 200. .00 46.0 .040 20 341.03 357.7 .080 10 2 .04 1035.9 .040 0 .92 41.4 .000 .00 .42 5.8 325.70 351.41 333.00 334.70 210.09 561.50 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 CORAH OLOSS TWA ELMIN TOPWID L-BANK ELEV R-SANK ELEV SSTA ENDST CCHV- .300 CEHV. -SECNO 6.260 3230 CROSS SECTION .500 6.25 EXTENDED 5.62 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.00 3470 ENCROACHMENT STATIONS- 6.260 14000.0 .04 .001127 17.92 213 .0 1.66 20. 341.12 11477.2 S.68 20. .0 .00 2309.3 3.45 20. 720.0 TYPE. .00 123.1 .040 3 341.56 2021.1 .050 0 TARGET. .44 670.4 .040 0 719.999 .05 .48 42.4 5.9 .000 323.20 .00 382.49 338 .00 336.00 270.00 652.49 SPECIAL BRIDGE SB XK XKOR 1.10 1.65 •SECNO 5.230 3290 CROSS SECTION COFQ RDLEN 3.00 .00 6.28 EXTENDED BWC 170 .00 5 .10 FEET BWP 8.00 BAREA 1330.00 SS .00 ELCHU 323 .20 ELCHD 323 .20 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO PRESSURE AND WEIR FLOW, Weir Submergence Baaed on TRAPEZOIDAL Shape .63 EGPRS EGLWC H3 QWEIR QPR 343.96 341.60 .03 8173. 5812. BAREA TRAPEZOID AREA 1330. 1944. ELLC ELTRD 335-20 336.00 WEIRLN 382 . UPSTREAM FACE OF EXISTING RSF BRIDGE 6.280 14000 .0 .04 .002326 17.40 340.60 123.4 11756.2 2.16 3.54 70. 70. CCHV. .100 CEKV. •SECNO 6.3 05 3230 CROSS SECTION .300 .00 2120.4 5.04 70. 6.30 EXTENDED .00 57.1 .040 3 2.52 FEET 341.61 1.01 ,05 .00 338.00 1377.1 420.6 46.2 6.5 3 36.00 .050 .040 .000 323.20 277.55 0 5 .00 262.37 540.42 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.71 6.305 14000.0 .05 .000971 16.31 825 .2 4 .04 30 . 341.51 6425.9 5.42 135. .00 6748.9 4.78 200. .00 204.3 .040 2 341.91 1184.6 .050 0 .40 1411.0 .040 0 .24 54.6 .000 .00 .06 7.5 325 .20 308 .78 328.90 327.80 433.00 741.73 B-4 •SECNO 6.342 6.342 14000.0 .06 .000346 16.95 4315.8 4.30 195. 341.75 5666.4 5.18 195. .00 4017.8 4.31 195. .00 1003.6 .040 2 342.09 1094.7 .050 0 .34 932.2 .040 0 .13 67.6 .000 .00 -01 9.0 324.80 363.27 330 .40 327.10 314.74 673.00 •SECNO 6.387 6.337 14000.0 .07 .001187 17.12 6620.7 S.24 235- 341-92 5526.0 5.31 235. .00 1353.3 3.68 235. -00 1263.1 .040 2 342.35 951.5 .050 0 .44 503^9 .040 0 .23 83 .2 .000 -00 .03 11.0 324 .80 367.55 329.70 333 .20 296.38 664-44 B-5 Tl T2 T3 SAN MARCOS CREEK NEAR RANCHO SANTA FE ROAD, EXISTING CONDITIONS FOR CITY OF CARLSBAD AND DOKKEN 100-YR FLOOD, MAY 1993, HOWARD H. CHANG Jl ICHECK 0 J2 NPROF 15 INQ 3 I PLOT 0 NINV 0 PRFVS -1 IDIR 0 XSECV 0 STRT 0.0120 XSECH 0 METRIC 0 FN 0 HVINS 0 ALLDC- 0 IBW WSEL 325 CHNIM 0 FQ ITRACE 0 9MAY93 08:04 :12 PAGE 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 CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST •PROF 2 CCHV- .100 CEHV- -SECNO 6.047 .300 3265 DIVIDED FLOW 6.047 15500-0 .00 .011309 15.53 488.4 9.39 250. 327.63 13917.9 15-25 350. .00 2093.8 13.03 450. 325.00 52.0 .040 0 331.05 912-6 -060 0 3.42 160.6 .040 3 .00 .0 .000 .00 .00 -0 312-10 106.38 318.70 314.30 443 .35 563.65 •SECNO 6.083 3301 HV CHANGED MORE THAN HVINS 6.083 15500.0 .00 .006694 13 .90 2792.0 10 .69 210 . 330.30 3432.9 10.25 193 . .00 5275.2 13 .59 175. .00 261.1 .040 3 332.35 822.0 -060 0 2.05 383.1 .040 0 1.66 5.7 .000 .00 .14 .5 316.90 157.88 319.50 320 .10 409.96 567.34 •SECNO 6.117 6.117 16500.0 .01 . 010895 12-32 3529.7 14.69 130 . 332.12 5751.0 8-69 180- .00 1219.3 10.24 130 . .00 580.3 .040 2 334.45 777.1 .080 0 2.33 119.1 .040 0 I. 51 II. 8 -000 .00 .03 1.3 319.30 198.73 322.60 326.90 375.02 573.76 -SECNO 6.157 3230 CROSS SECTION 6.16 EXTENDED 1.05 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 3470 ENCROACHMENT STATIONS- 6.157 15500.0 .02 .004539 13.75 1627.8 7.32 180. 335.05 7726.0 6-13 210- .0 .00 7146.3 8-98 225. 680.0 TYPE- .00 208.2 .040 2 335.96 1249.6 .080 0 1 TARGET- .91 796.2 .040 0 679.999 1.37 20.7 .000 .00 .14 2.5 321.30 279.37 325.00 327.00 400.63 580 .00 09MAY98 08:04:12 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV B-6 Q TIME SLOPE QLOB VLOB XLOBL QCH VCH XLCH QROB VROB XLOBR ALOB XNL ITRIAL ACH XNCH IDC AROB XNR ICONT VOL WITJ CORAR TWA ELMIN TOPWID R-BANK ELEV SSTA ENDST •SECNO 6.191 3470 ENCROACHMENT STATIONS- 6.191 13.03 335.73 16500.0 911.6 7556.6 .02 7.49 6.60 .005353 160. 173. .0 .00 8031.3 10 .70 190. 650.0 TYPE. .00 121.7 .040 2 336.95 . 1144.2 .030 0 TARGET- 1.22 750.7 .040 0 649.999 .90 ,09 29.5 3.5 .000 322-70 .00 223.75 325.90 326.40 426.25 650.00 •SECNO 6.221 32 90 CROSS SECTION 6.22 EXTENDED 4.73 FEET 3 301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.46 3470 ENCROACHMENT STATIONS- .0 720.0 DOWNSTREAM FACE OF PROPOSED RSF BRIDGE TYPE- 6.221 16500 .0 .03 .002517 14 .58 51.5 3 .02 250. 336.78 4357.8 4.41 170- .00 12090.3 7.44 110. .00 17.0 -040 2 337.49 988.7 .080 0 TARGST- .71 1625.3 .040 0 719.999 -48 37.1 .000 .00 .05 4.4 322.10 308-90 331.00 325.50 344.10 653.00 •SECNO 5.259 3230 CROSS SECTION 6.26 EXTENDED 2.56 FEET 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 350.0 ELENCL- 333.00 ELENCR- 390.00 UPSTREAM FACE OF PROPOSED RSF BRIDGE 720.0 TYPE" 6.259 16500.0 .03 .009853 13 .86 360. 6 4 .53 200 . 339.56 1743.1 4.15 200. 339.56 14396.3 12.60 200. .00 77.9 .040 20 341.75 420.0 .080 10 TARGET. 2-19 1142 .3 .040 0 370.000 .89 46.9 .000 .00 .44 5.9 325-70 353 .61 333.00 334 .70 207.39 561.50 09MAY93 08:04:12 PAGE 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 CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST CCHV. .300 CEHV= •SECNO 6.260 3230 CROSS SECTION .500 6.26 EXTENDED 6.29 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.31 3470 ENCROACHMENT STATIONS- .0 5.260 13.60 341-80 .00 16500.0 413.4 13040.8 3040.9 .03 2-18 6.16 3-96 .001248 20. 20. 20. 720.0 TYPE. .00 192 .2 .040 3 342-31 2116.2 .050 0 1 TARGET- -51 768.3 .040 0 719.999 -05 .50 48.0 6.0 .000 323.20 .00 332.49 338.00 336.00 270.00 652.49 B-7 SPECIAL BRIDGE SB XK XKOR 1.10 1.65 •SECNO 6.280 3230 CROSS SECTION COFQ 3.00 RDLEN .00 6.28 EXTENDED BWC 170-00 5.61 PEET- BWP 8.00 BAREA 1330.00 SS .00 ELCHU 323 .20 ELCHD 323.20 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape .62 EGPRS EGLWC H3 QWEIR QPR 345.74 342.35 .04 10399. 6052- BAREA TRAPEZOID AREA 1330. 1944. ELLC 335.20 ELTRD 336.00 WEIRLN 382 . UPSTREAM PACE OF EXISTING RSF BRIDGE 6.280 16500.0 .04 .003291 17.91 253.3 2-83 70. 341.11 13474.9 9.44 70. .00 2771.4 5.36 70. .00 39.8 .040 3 342.33 1427.8 .050 0 1.22 472.3 .040 5 .02 52.1 .000 -00 -00 6.6 323 .20 270 .42 338.00 335.00 270.00 540 .42 09MAY98 08:04:12 PAGE 12 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 CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST CCHV- .100 CEHV- •SECNO 6.305 3290 CROSS SECTION .300 5.30 EXTENDED 3.20 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING; CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.74 6.305 16500 .0 .04 .001087 17.00 994 .5 4-46 30 . 342.20 7351.0 5-92 135. .00 8154.5 5.26 200. .00 222 .3 .040 2 342.67 1241.6 .050 0 .47 1550.5 .040 0 .27 61.1 .000 .00 .07 7.7 325.20 317.33 328-90 327.30 433 .00 750.33 •SECNO 6.342 6.342 16500.0 .05 .000921 17.63 5234.4 4.70 195 . 342.48 6397.3 5.57 195. .00 4367.3 4 .70 195. .00 1114 .0 .040 2 342.37 1147.6 .050 0 -40 1035 .3 -040 0 .19 75.3 .000 .00 .01 9.2 324.30 371.37 330.40 327.10 303 .70 680 .08 •SECNO 6.387 3280 CROSS SECTION 6.387 16500 .0 -07 .001256 17.86 7863 .2 5 .65 235. 6.39 EXTENDED 342.66 6195.1 6-ia 235. .00 2441.7 4.05 235. HEC-2 WATER SURFACE PROFILES .00 1391.2 .040 2 343.16 1002.0 .050 0 .50 502.5 .040 0 .25 92.2 .000 .00 .03 11.2 324.80 380.14 329.70 333 .20 296.00 676.14 THIS RUN EXECUTED 09MAY9a 08:04:13 B-8 Version 4.6.2; May 1991 NOTE- ASTERISK {•) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 0-YR FLOOD, MAY 1993, SUMMARY PRINTOUT TABLE ISO SECNO 6.047 6.047 6.033 6.033 6.117 6 .117 6.157 5.157 6.191 6.191 5-221 6.221 6.259 5.259 6 .260 6.260 6 .280 6.280 5.305 6.305 6.342 5.342 6.337 6 .337 XLCH .00 .00 193.00 193.00 130.00 180.00 210.00 210.00 173.00 173.00 170.00 170.00 200.00 200.00 20.00 20 .00 70.00 70.00 135.00 135.00 195.00 195.00 235.00 235.00 ELTRD .00 .00 ELLC .00 .00 .00 .00 -00 -00 .00 .00 .00 .00 .00 .00 -00 -00 336.00 336 .00 -00 .00 .00 .00 .00 .00 .00 .00 .00 .00 335.20 335.20 .00 .00 ELMIN 312.10 312.10 .00 316.90 .00 316.90 14000.00 16500.00 14000.00 16500.00 .00 319.30 14000.00 .00 319.30 16500.00 .00 321.30 .00 321.30 .00 322.70 .00 322.70 .00 322.10 .00 322.10 .00 325.70 .00 325.70 323 .20 323 .20 323 .20 323.20 325 .20 325.20 .00 324.30 .00 324.80 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000 .00 15500.00 14000.00 16500.00 14000.00 16500.00 14000 .00 15500.00 .00 324.30 14000.00 .00 324.30 16500.00 CWSEL 326.38 327-63 329.41 330 .80 331.02 332.12 334.17 335.05 334.92 335.73 335.37 336.78 339.00 339.56 341.12 341.30 340.60 341.11 341.51 342.20 341.75 342.43 341.92 342.66 CRIWS EG .00 329.50 .00 331.05 .00 331-44 .00 332.35 .00 .00 .00 .00 .00 .00 .00 .00 339.00 339.56 .00 .00 .00 .00 .00 .00 .00 .00 333 .32 334.45 334 .99 335.96 335- 93 336- 95 335.51 337.49 341.03 341.75 341.56 342.31 341.61 342.33 341.91 342.67 342-09 342-37 .00 342.35 .00 343-16 10-KS 121.16 118.09 78.79 66.94 130.50 108.95 47.39 45.39 52.61 53.63 25.20 25.17 101.43 93.58 11.27 12 .48 23.26 32.91 9.71 10.37 a .46 9.21 11.37 12 .56 VCH 14.50 15.25 10.25 10.26 3.77 8.69 6.01 6.13 6.21 6.60 4.24 4.41 3 .78 4.15 5.58 6.16 3.54 9. 44 5.42 5.92 5.13 5.57 5.31 6.18 AREA 1000.07 1125.25 • OIK 1271.97 1518.35 1255.77 1577.21 1471.26 2016.64 1251.39 1225.51 1476.92 1530.79 2008.05 2022.96 2253.94 2449.13 1835.90 1930.08 2016.51 2253.05 2351.18 2735.03 2630.97 3283.70 1439.61 1389.77 1640.18 1561.83 2819.53 4170.26 3076.73 4670.11 1854.72 2633.46 1990.41 2876.11 2799.82 4492.19 3014.90 5005.23 3030.43 4313.72 3296.38 5436,54 2713.55 4063.13 2995.79 4655.06 SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX 6.047 14000.00 326-33 .00 .00 6.047 16500.00 327.63 1-25 .00 6.083 14000.00 329.41 .00 3-03 6.033 16500.00 330.30 1.39 3.17 6.117 14000.00 331.02 .00 1.61 6.117 16500.00 332.12 1.10 1.32 6.157 14000.00 334.17 .00 3.15 6.157 16500.00 335.05 .38 " 2.93 6.191 14000.00 334.92 .00 .75 6.191 16500.00 335.73 .81 .68 6.221 14000-00 335.37 .00 .95 6.221 16500.00 336.78 .91 1.05 6.259 14000.00 339.00 .00 3.13 6.259 16500.00 339.56 .57 2.79 DIFKWS 1-33 2.53 .00 .00 .00 -00 -00 .00 .00 .00 .00 .00 .00 .00 TOPWID 97.78 106.33 152.01 157.38 192 .40 193.73 276.65 279.37 221.71 223.75 307-97 308.90 XLCH .00 .00 193.00 193.00 130.00 lao.oo 210.00 210.00 173.00 173.00 170.00 170.00 351.41 200.00 353.61 200.00 B-9 6.260 14000.00 6.260 15500.00 6.230 14000.00 6.280 16500.00 6.305 14000.00 5.305 16500.00 6.342 14000.00 6.342 16500.00 6.387 14000-00 6.337 16500.00 341.12 341.80 340.60 341.11 341.51 342.20 341.75 342.48 341.92 342.56 .00 .57 .00 .51 .00 .59 .00 .73 .00 .74 2.13 2.23 - .52 - .69 .91 1.09 .24 .23- .17 -18 .00 332.49 .00 382.49 .00 262-37 .00 270.42 .00 308.78 .00 317.33 .00 .00 363.27 371.37 .00 367.55 .00 330.14 20.00 20.00 70.00 70.00 135.00 135.00 195.00 195.00 235.00 235-00 SL'MMARY OP ERRORS AND SPECIAL NOTES WARNING SECNO-6 .157 PROFILE-1 mm WARNING SECNO-6 -157 PROPILE-2 m WARNING SECNO-6 -221 PROFILE-1 WARNING SECNO-6 .221 PROPILE-2 CAUTION SECHO-6 .259 PROFILE-1 CAUTION SECNO-5 .259 PROFILE-1 CAUTION SECNO-6 .259 PROFILE-1 CAUTION SECMO-6 .259 PROFILE-2 CAUTION SECNO-6 .259 PROFILE-2 CAUTION SECNO-6 .259 PROFILE-2 •m WARNING SECNO-6. .250 PROFILE-1 mm WARNING SECNO-6, .250 PROFILE-2 WARNING SECNO-5. .280 PHOFILE-1 m WARNING SECNO-6 . 280 PROFILE-2 WARNING SECNO-6. 305 PROFILB-1 WARNING SSCNO-6. 305 PROFILE-2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CRITICAL DEPTH ASSUMED PROBABLE MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE THIS RUN EXECUTED 09MAY98 03:04:32 m B-10 HEC-2 WATER SURFACE PROFILES Version 4.6-2; May 1991 Tl T2 T3 SAN MARCOS CHEEK NEAR RANCHO SANTA PE ROAD, PROPOSED CONDITIONS FOR CITY OP CARLSBAD AND DOKKEN 50-YR FLOOD, MAY 1998, HOWARD H. CHANG Jl ICHECK 0 J2 NPROF 1 INQ 2 I PLOT 0 NINV 0 PRFVS -1 IDIR 0 XSECV 0 STRT 0 .0120 XSECH 0 METRIC 0 FN 0 HVINS 0 ALLDC 0 WSEL 325 CHNIM 0 FQ ITRACE QT NC XI GR GR GH GR 2 0 .040 6.047 338-0 312.1 330.4 328.0 14000 0.040 17 424 475 5S5 623 16500 0.060 460 330.0 312.2 331.1 340.0 0.1 526 441 481 558 644 0.3 250 327.9 313 .6 327.4 450 448 485 559 350 313.7 313 .3 328.0 460 511 571 314.6 314.3 327.a 469 526 5 90 XI GR GR GR GR GR 6 .033 340 .0 319,1 317.8 313.6 332 .0 24 393 455 432 520 570 454 330.0 316.9 317.9 320,1 333.3 523 411 467 486 523 577 210 322 .7 317.0 319.1 319.7 333 .8 175 440 472 438 537 592 193 321.0 319.5 320.0 319.4 344 .0 450 477 508 548 536 319.5 319.4 318.3 327.0 454 430 510 561 m NC 0.03 XI 5.117 17 463 543 180 190 130 GR 344.0 336 330.0 332 323.8 423 323.5 428 323 .0 449 GR 322 .6 463 321.7 479 321.0 496 319.8 503 320.0 510 GR 321.1 512 320.7 519 325.4 525 326 .9 543 326.9 557 GR 331.0 571 342 .0 598 557 XI 6.157 20 443 555 180 225 210 X3 530 GR 346,0 357 332.0 410 332.5 414 325.0 443 324.2 456 GR 322 .0 497 321.3 503 321.6 509 322-2 510 322 .4 516 GH 324 .4 521 325-2 533 327.0 555 326-9 537 327-1 601 GR 327.7 612 329.3 641 329.6 644 332-0 671 334-0 737 mm XI 6.191 18 451 557 160 190 173 X3 650 GR 343.0 391 341.0 413 325.9 451 324.6 476 322 .7 479 GR 324 .2 491 325.2 499 323 .8 520 325.4 528 326.4 557 GR 327.1 603 327.2 604 328 612 330 660 332 634 Ml GR 334 705 336 732 338 760 PROPOSED CONDITIONS aa DOWNSTREAM FACE OF PROPOSED RSF BRIDGE NC 0.06 0.3 0.5 DOWNSTREAM FACE OF PROPOSED RSF BRIDGE XI 6.221 14 365 725 250 110 170 0-50 m X2 0.5 BT -3 365 343 340 500 343 340 725 343 340 m GR 340 365 331.0 383 330.4 396 322 .6 404 322-1 431 GR 326 .5 455 326.9 485 326.7 525 325.5 566 326 .0 595 •m GR 326.3 631 328.0 673 327.1 699 340 725 SB 1.1 2-1 3 0 150 16 2500 2 325 .7 322 .1 m UPSTREAM FACE OF PROPOSED RSF BRIDGE XI 6-259 14 340 700 200 200 200 0.50 X2 1 340 343 0.5 X3 10 BT -3 340 343 340 300 343 340 700 343 340 m GR 340 340 330 360 329.6 376 327-7 417 328.1 446 GR 325.7 463 325.9 506 326.2 545 329-6 559 330.0 569 GR 330.0 619 330.0 672 333 .0 636 340 700 B-U NC XI GR GR GH GR NC XI GR GR GR 6.280 350.0 325.9 323.1 338 6 .305 339.0 326.5 343 .3 19 420 506 555 672 12 433 500 764 0 .06 450 330.0 326.4 330.0 340 0.05 460 323.9 327.5 346 0.1 535 460 511 553 635 543 460 512 300 0.3 20 327.2 325.4 332.0 342 80 327.1- 327.8 210 470 520 581 730 200. 432 543 90 324 .9 326-7 334.0 344 135 325.7 329.2 478 535 615 762 487 564 323.2 327.5 336 325.2 333.0 498 547 652 497 693 XI GR GR GR GR GR GR 6.342 346 336.0 328 .5 327.1 338.5 345.1 27 275 367 473 537 645 740 464 344 334 .0 326.7 329.4 338.5 345.4 537 295 398 474 540 551 744 195 342 333.0 324.3 332.6 339.3 195 313 419 430 531 671 195 340.0 331.5 325.9 33S.0 342.8 327 442 502 603 681 333.0 330.4 327.4 333.0 344.1 345 464 511 636 705 XI GR GH GR 5.387 342 .0 324.8 333.3 SECNO Q TIME SLOPE 14 296 508 605 469 331.5 326.4 339.3 DEPTH CWSEL QLOB QCH VLOB VCH XLOBL XLCH CRIWS QROB VROB XLOBR 537 409 511 640 235 329.7 330.3 341.7 WSELK ALOB XNL ITRIAL EG ACH XNCH IDC 235 469 519 661 HV AROB XNR ICONT 235 327.7 333.2 343 .6 HL VOL WTN CORAR 471 537 691 OLOSS TWA ELMIN TOPWID 326.1 337.7 L-BANK ELEV R-BANK ELEV SSTA ENDST 438 531 -PROF 1 CCHV- ,100 CEHV- .300 •SECNO 6.047 5.047 14.23 326.33 .00 325.00 14000.0 330.9 12033.3 1630,7 38.5 .00 3.60 14.50 12.40 ,040 .012116 250. 350. 450. 0 329.50 830.1 .060 0 3.11 131,5 .040 3 .00 .0 .000 .00 .00 .0 312.10 97.78 318.70 314.30 449.93 547 .76 •SECNO 6,083 3301 HV CHANGED MORE THAN HVINS 5.033 14000.0 .00 .007879 12 .51 2106.4 10.44 210. 329.41 7443 .6 10 ,25 193 . .00 4450.0 13 .53 175. .00 201.3 .040 3 331.44 726.4 .060 0 2.03 327.7 .040 0 1.34 4.9 .000 .00 .11 .6 316.90 152.01 319.50 320.10 413.33 565.34 'SECNO 6.117 6.117 14000.0 .01 .013050 11.22 7131.2 14.63 180 . 331.02 6044.9 3.77 lao. .00 823-3 9.50 180 . .00 485.3 .040 2 333.32 688. 9 .030 0 3 .30 36.7 .040 0 1.30 10.2 -000 .00 .08 1.3 319.80 192,40 322.60 326.90 378.65 571.05 •SECNO 5.157 3280 CROSS SECTION 5.16 EXTENDED 33Q1 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.65 3470 ENCROACHMENT STATIONS- .0 6.157 12.37 334.17 -00 14000.0 1267.8 6906.8 5825.4 .02 7.37 6.01 8.49 .004789 130. 210. 225. 680.0 TYPE- .00 171.9 .040 2 334.99 1149.6 .080 0 TARGET" .32 686.5 .040 0 679.999 1.52 .15 17.9 2.4 .000 321.30 .00 276.65 325.00 327.00 403.35 680.00 B-12 09MAY98 03:04:32 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 XHR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST •SECNO 6.191 3470 ENCROACHMENT STATIONS- .0 6.191 12.22 334.92 .00 14000.0 717.7 6571,1 6711.2 .02 7.01 6,21 9.94 .005261 160. 178. 190- 550.0 TYPE- .00 102-4 -040 2 335.98 1053.2 .080 0 TARGET. 1.06 675.3 .040 0 649.999 .91 25.9 .000 .00 .07 3.4 322.70 221.71 325.90 326-40 428.29 650.00 CCHV- ,300 CEHV- •SECNO 6.221 .500 3370 NORMAL BRIDGE, NRD-3 MIN ELTRD-343.00 MAX ELLC. 340-00 DOWNSTREAM FACE OF PROPOSED RSF BRIDGE 6.221 14000 .0 .03 .007615 13 .71 .0 .00 250 . 335.81 14000.0 9.00 170. .00 .0 .00 110 . .00 .0 -000 0 337.07 1554 .9 .050 0 1.26 .0 .000 0 .99 32.2 .000 .00 .10 4.1 322 .10 171.53 340.00 340.00 369-19 540-78 SPECIAL BRIDGE SB XK 1. 10 XKOR 2 .10 COFQ 3 .00 RDLEN .00 BWC 150.00 •SECNO 6.259 3301 HV CHANGED MORE THAN HVINS CLASS A LOW FLOW 3420 BRIDGE W.S.- 337-48 BRIDGE VELOCITY- EGPRS EGLWC H3 QWEIH QLOW .00 338.00 .36 0. 14000, BWP 16.00 BAREA 2500.00 SS 2.00 ELCHU 325 ,70 ELCHD 322.10 6.40 CALCULATED CHANNEL AREA-1856 . BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 2500. 2325. 340.00 343,00 0- 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- UPSTREAM FACE OF PROPOSED RSF BRIDGE 6.259 10.47 336.17 .00 .00 14000-0 .0 14000-0 .0 .0 .03 .00 10.87 .00 .000 .013775 200. 200. 200. 0 340.00 ELREA- 338.00 1287.7 .060 0 1-84 .0 .000 0 340.00 -93 38.7 .000 .00 .00 4.9 325.70 172.33 340.00 340.00 343.83 516 .17 09MAY98 08 :04:32 PAGE 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 HL AROB VOL XNR WTN ICONT CORAH OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST CCHV- .100 CEHV. •SECNO 5.230 .300 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.79 B-13 6.280 14000 .0 .04 .004316 14.56 338.1 5.60 20. 337.76 7674.0 8.47 90. .00 5987.9 3.68 210. .00 60-4 .040 2 338-89 905.4 .060 0 1-12 639.6 .040 0 .81 42 .6 .000 .00 .07 5.5 323.20 225.24 330.00 326.70 444.46 669,70 'SECNO 6.305 6.305 14000.0 .04 .002768 13 .45 684.2 5.38 80 , 338.65 7470.2 7.89 135. .00 5845.7 6.55 200. .00 127.1 -040 2 339.47 947.0 -.050 0 .32 393.0 .040 0 .55 49.3 .000 .00 .03 6.5 325.20 272.21 323.90 327.80 433.93 706.13 •SECNO 6.342 5.342 14000.0 .05 .002162 14 .48 3759.3 5.73 195. 339.28 6709.0 7,34 195. .00 3531.7 5,96 195. .00 656.3 .040 2 339.96 914.1 .050 0 .63 592-2 .040 0 .43 58.6 .000 -00 .01 7-8 324-80 336.97 330 .40 327.10 333.49 670.46 'SECNO 6.337 6.337 14000 .0 .06 .002764 14-94 6511.8 7.12 235. 339.74 6361-4 7.92 235- .00 1126.8 4.42 235. .00 914.0 .040 2 340-57 803.6 .050 0 .33 254.9 .040 0 .57 69.7 .000 .00 .05 9.6 324.80 313.33 329.70 333 ,20 320.31 633.64 09MAY98 08:04 :32 PAGE Tl T2 T3 SAN MARCOS CREEK NEAR RANCHO SANTA FE ROAD, PROPOSED CONDITIONS FOR CITY OF CARLSBAD AND DOKKEN 100-YR FLOOD, MAY 1998, HOWARD H. CHANG Jl ICHECK 0 J2 NPROF 15 INQ 3 I PLOT 0 NINV 0 PRFVS -1 IDIR 0 XSECV 0 STRT 0 .0120 XSECH 0 METRIC 0 FN 0 HVINS 0 ALLDC 0 IBW WSEL 325 CHNIM 0 FQ ITRACE 09MAY9a 03:04:32 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST •PROF 2 CCHV- .100 CEHV. •SECNO 6.047 .300 3265 DIVIDED FLOW 6.047 16500 .0 .00 ,011309 15.53 438.4 9.39 250. 327.63 13917-9 15.25 350- .00 2093.3 13.03 450. 325.00 52.0 ...040 331.05 912 .6 .060 3-42 160.6 .040 3 -00 -0 -000 .00 .00 .0 312.10 106.33 313.70 314.30 443.35 563.65 -SECNO 6.083 3301 HV CHANGED MORE THAN HVINS 6.033 15500.0 .00 .006694 13 .90 2792-0 10.69 210. 330.30 3432.9 10.26 193 . .00 5275.2 13,59 175- .00 251.1 .040 3 332.35 822.0 .060 0 2 .05 388.1 .040 0 1.66 5.7 .000 .00 .14 ,6 316.90 157.88 319,50 320.10 409,96 567.84 B-14 •SECNO 6.117 6-117 12.32 332.12 16500.0 8529.7 6751.0 .01 14.69 8.69 .010895 180- 130. •00 .00 334.45 2.33 1.51 .08 322.60 1219.3 580.8 777.1 119.1 11.g 1.3 325,90 10-24 .040 .080 .040 .000 319.30 375.02 180. 2 0 0 .00 198.73 573.75 •SECNO 6.157 3230 CROSS SECTION 5.16 EXTENDED 1.05 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.55 3470 ENCROACHMENT STATIONS- 6.157 15500 .0 .02 .004539 13 .75 1627-8 7-82 lao. 335.05 7726.0 6.13 210. • .0 .00 7146.3 3.98 225. 630.0 TYPE- .00 208.2 .040 2 335.96 1249.6 -030 0 TARGET- .91 796.2 -040 0 579-999 1.37 20.7 .000 .00 .14 2.5 321.30 279,37 325.00 327.00 400 .53 680.00 09MAY93 08 =04:32 PAGE SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG HV ACH AROB XNCH XNR IDC ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST -SECNO 6.191 3470 ENCROACHMENT STATIONS- S.191 13.03 335.73 16500.0 911.6 7556.6 .02 7.49 6.60 .005363 160. 173. .0 .00 3031.3 10.70 190. 650.0 TYPE. .00 121.7 .040 2 335.95 •1144 .2 .030 0 TARGET- 1,22 750.7 .040 0 649.999 .90 29.5 .000 .00 .09 3.5 322.70 223-75 325.90 326.40 426.25 650.00 CCHV- .3 00 CEHV- -SECNO 5.221 .500 3370 NORMAL BRIDGE, NRD- 3 MIN ELTRD- 343.00 MAX ELLC- 340.00 DOWNSTREAM FACE OF PROPOSED RSF BRIDGE 6.221 16500.0 .03 .003035 14.53 ,0 .00 250 . 336.63 16500.0 9.72 170. .00 .00 110 . .00 .000 338.10 1597.1 .060 1.47 .0 .000 0 1.02 36.4 .000 .00 .12 4.2 322.10 173 .24 340.00 340.00 363 ,37 541.61 SPECIAL BRIDGE SB XK 1.10 XKOR 2 .10 COFQ 3-00 RDLEN -00 BWC 150,00 •SECNO 6.259 3301 HV CHANGED MORE THAN HVINS CLASS A LOW FLOW 3420 BRIDGE W.S.- 333.27 BRIDGE VELOCITY- EGPHS EGLWC H3 QWEIR QLOW .00 339.10 ,44 0. 16500. BWP 16.00 BAHEA 2500.00 SS 2 .00 ELCHU 325 .70 ELCHD 322.10 7.05 CALCULATED CHANNEL AREA- 2001. ELLC ELTRD WEIRLN 340-00 343.00 0. BAREA TRAPEZOID AREA 2500. 2325. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 340-00 ELREA-340.00 B-15 UPSTREAM FACE OF PROPOSED RSF BRIDGE 6.259 15500.0 .03 .013287 11.37 .0 .00 200. 337.07 16500.0 11.42 200. .00 .0 .00 200. .00 .0 .000 0 339.10 1444.9 .060 0 2 .02 .0 .000 0 1.00 43 .6 -000 .00 .00 5.0 325.70 174,15 340 .00 340.00 342 ,93 517.07 09MAY98 08:04:32 PAGE 10 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 CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST CCHV- .100 CEHV. •SECNO 6.230 .300 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO 1.80 6.280 16500 .0 ,04 ,004110 15.57 456.6 5.93 20. 333.77 3558 .1 3.72 90- .00 7485.2 9.03 210. .00 77 .0 .040 2 339.97 981.9 .060 0 1.20 329.2 -040 0 .79 48.1 .000 .00 .03 5.6 323 .20 234.61 330.00 325.70 442 .45 677.05 •SECNO 5.305 32B0 CROSS SECTION 6-30 EXTENDED .67 FEET 6 .305 16500.0 .04 .002574 14 .47 876. 9 5 .63 80. 339 . 67 8300.4 8.05 135. .00 7322.7 6.88 200. -00 154.3 .040 2 340.52 1031.1 .050 0 .86 1064-7 .040 0 .52 55.3 .000 .00 .03 6-6 325-20 235-75 328.90 327.80 433.00 718.75 •SECNO 5.342 6 ,342 15500.0 .05 .002005 15.49 4732.3 5.97 195 , 340.29 7350.5 7.44 195. .00 4417.2 6.06 195. .00 792 .4 .040 2 340.98 987.7 -050 0 ,69 723.7 .040 0 .44 66.4 .000 .00 .02 3.1 324.80 348.33 330 .40 327.10 324.99 673.32 'SECNO 6-337 6.387 16500 .0 .06 .002599 15.91 77S1.2 7.30 235. 340.71 7031.3 8.09 235 . .00 1717,5 4.79 235, .00 1062 .5 .040 2 341.56 369.3 .050 0 .36 358.3 ,040 0 .53 79.4 ,000 ,00 .05 9.9 324.30 340.10 329.70 333.20 309.92 650 .02 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 09MAY9a NOTE- ASTERISK C) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SUMMARY PRINTOUT TABLE 150 SECNO 6.047 6.047 6.083 6.083 5.117 XLCH .00 .00 193.00 193.00 130.00 ELTRD .00 .00 ELLC .00 .00 .00 ,00 .00 .00 .00 .00 ELMIN Q CWSEL 312.10 14000.00 326.38 312.10 16500.00 327.63 315.90 14000.00 329.41 316.90 16500.00 330.80 319-30 14000.00 331.02 CHIWS .00 .00 .00 .00 .00 EG 329.50 331.05 331.44 332.85 333.32 lO^KS 121.16 113.09 78.79 66.94 130.50 VCH AREA .OIK 14.50 1000.07 1271.97 15.25 1125.26 1518-35 10.25 1255.77 1577,21 10.26 1471.26 2016.64 3.77 1261.33 1225.51 B-16 6.117 6.157 6,157 6.191 6.191 5.221 6.221 6.259 6 .259 5.280 6.280 6.305 6.305 6.342 6.342 6.337 6.337 130.00 210.00 210.00 173.00 173.00 170.00 170.00 200.00 200.00 90.00 90.00 135.00 135.00 195.00 195,00 235.00 235,00 .00 .00 .00 .00 ,00 343.00 343 .00 343.00 343 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 319.30 16500-00 340.00 340-00 340 .00 340.00 .00 -00 .00 .00 .00 .00 .00 .00 321.30 321.30 322.70 322.70 322.10 322.10 325.70 325.70 323.20 323.20 325.20 325.20 324.30 324.30 324-80 324.80 14000.00 16500,00 14000.00 16500.00 14000.00 16500-00 14000.00 16500.00 14000.00 16500-00 14000.00 16500-00 14000.00 15500-00 14000.00 15500.00 332.12 334.17 335.05 334.92 335.73 335.31 336-63 336.17 337.07 337.76 338-77 338.65 339.67 339.23 340.29 339.74 340 .71 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 334.45 334.99 335-96 335- 98 336- 95 337-07 333-10 338.00 339.10 333.39 339,97 339.47 340.52 339.96 340.98 340- 57 341- 56 108.95 47.89 45.39 52.61 53.63 76.15 30.36 137.75 132.37 43 .16 41.10 27.68 25.74 21.62 20.05 27,64 25.99 8.69 1476.92 1580.78 6.01 6,18 9.00 9,72 3.47 8.72 7.34 7.44 7.92 8.09 2008.05 2022.96 2253.94 2449.13 6.21 1835.90 1930.08 6.60 2016.51 2253.06 1554,90 1604.32 1697.14 1340.55 10.37 1287.73 1192.83 11.42 1444.88 1431.45 1556,31 2131.14 1833-13 2573.59 7.39 1967,16 2660.95 8.05 2250.17 3252.46 2162.69 3010.71 2508.89 3684,38 1972.43 2663.05 2290.36 3236.53 SUMMARY PRINTOUT TABLE 150 SECNO 6,047 6.047 6.083 5.083 6 ,117 6.117 6.157 6.157 5.191 6.191 6.221 6.221 5.259 6.259 6.230 5.280 6 .305 6.305 5.342 6 .342 6.387 6.387 14000 .00 16500.00 14000.00 16500 .00 14000 .00 16500.00 14000 .00 16500-00 14000.00 16500 .00 14000,00 16500.00 14000.00 16500 .00 14000.00 16500.00 14000.00 16500 .00 14000.00 15500.00 14000 .00 16500,00 CWSEL 326.33 327.63 329.41 330-30 331.02 332.12 334.17 335 .05 334.92 335.73 335.81 336.63 335.17 337.07 337.76 338-77 333.65 339.67 339.28 340.29 339.74 340.71 DIFWSP .00 1.25 .00 1.39 .00 1.10 .00 .88 .00 .81 .00 .32 .00 .91 .00 1.00 .00 1.01 .00 1.01 .00 .97 DIFWSX .00 .00 DIFKWS 1-33 2.63 3.03 3 .17 1.61 1.32 3.15 2.93 .75 .68 .39 .90 .36 .44 1.60 1,70 .39 .90 .63 .52 .46 .42 -00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TOPWID 97,73 106.38 152.01 157.88 192.40 198.73 276,55 279.37 221.71 223.75 171.53 173.24 172 .33 174 .15 225-24 234.61 272.21 285.75 336.97 348 .83 313.33 340.10 XLCH .00 .00 193 .00 193.00 130.00 180.00 210-00 210.00 173.00 178-00 170.00 170,00 200.00 200 .00 90.00 90.00 135.00 135.00 195.00 195.00 235.00 235.00 SUMMARY OP ERRORS AND SPECIAL NOTES WARNING SECNO- WARNING SECNO- WARNING SEQIO- WARNING SECNO. 6.157 PROFILE- 6-157 PROFILE' 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 6.280 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 6-280 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE B-17 APPENDDC C. INPUT/OUTPUT DESCRITIONS FOR FLUVIAL-12 L INPUT DESCRIPTION The basic data requirements for a modeling study include (1) topographic maps of the river reach from the downstream end to the upstream end of study, (2) digitized data for cross sections in the HEC-2 format with cross-sectional locations shown on the accompanying topographic maps, (3) flow records or flood hydrographs and their variations along the study stream reach, it any, and (4) size distributions of sediment samples along the study reach. Additional data are required for special features of a study river reach. The fIEC-2 format for input data is used in all versions of the FLUVIAL model. Data records for HEC-2 pertaining to cross-sectional geometry (XI and GR), job title (Tl, T2, and T3), and end of job (EJ), are used in the FLUVIAL model. If a HEC-2 data file is available, it is not necessary to delete the unused records except that the information they contain are not used in the computation. For the purpose of water- and sediment-routing, additional data pertaining to sediment characteristics, flood hydrograph, etc., are required and supplied by other data records. Sequential arrangement of data records are given in the following. Records Description of Record Type T1,T2,T3 Title Records Gl General Use Record G2 General Use Records for Hydrographs G3 General Use Record G4 General Use Record for Selected Cross-Sectional Output G5 General Use Record G6 General Use Record for Selecting Times for Summary Output GS General Use Records for Initial Sediment Compositions GB General Use Records for Time Variation of Base-Level GQ General Use Records for Stage-Discharge Relation of Downstream Section GI General Use Records for Time Variation of Sediment Inflow XI Cross-Sectional Record XF Record for Specifying Special Features of a Cross Section GR Record for Ground Profile of a Cross Section EJ End of Job Record Variable locations for each input record are shown by the field number. Each record has an input format of (A2, F6.0, 9F8.0). Field 0 occupying columns 1 and 2 is reserved for the required record identification characters. Field 1 occupies columns 3 to 8; Fields 2 to 10 occupy 8 columns each. The data records are tabulated and described in the following. Tl, T2, T3 Records - These three records are title records that are required for each job. C-1 Field Variable Value Description 0 ^ Tl Record identification characters 1-10 None Numbers and alphameric characters for title Gl Record - This record is required for each job. used to enter the general parameters hsted below. This record is placed right after the Tl, T2, and T3 records. Field Variable Value 0 lA Gl 1 TYME ETIME ISED BEF lUC CNN + + DTMAX + 1 2 3 4 5 6 + 0 1 Description Record identification characters Starting time of computation on the hydrograph, in hours Ending time of computation on the hydrograph, in hours Maximum time increment At allowed, in seconds Select Grafs sediment transport equation. Select Yang's unit stream power equation. The sediment size is between 0.063 and 10 mm. Select Engelund-Hansen sediment equation. Select Parker gravel equation. Select Ackers-White sediment equation. Select Meyer-Peter Muller equation for bed load. Bank credibility factor for the study reach. This value is used for each section unless otherwise specified in Field 9 of the XF record. Use 1 for highly erodible banks; 0.5 for moderately erodi- ble banks; and 0.2 for erosion-resistant banks. Any value between and 1 may be used. English units are used in input and output. Metric units are used in input and output. Manning's n value for the study reach. This value is used for a sec- tion unless otherwise specified in Field 4 of the XF record. If bed roughness is computed based upon alluvial bedfonns as specified in Field 5 of the G3 record, only an approximate n value needs to be entered here. C-2 PTMl + First time point in hours on the hydrograph at which summary out- put and complete cross-sectional output are requested. It is usually the peak time, but it may be left blank if no output is requested. PTM2 + Second time point on the hydrograph in hours at which summary output and complete cross-sectional output are requested. It is usually the time just before the end of the simulation. This field may be left blank if no output is needed. 10 KPF + Frequency of printing summary output, in number of time steps. The default value is 1. G2 Records - These records are required for each job, used to define the flow hydrograph(s) in the channel reach. The first one (or two) G2 records are used to define the spatial variation in water discharge along the reach; the succeeding ones are employed to define the time variation(s) of the discharge. Up to 10 hydrographs, with a maximum of 120 points for each, are currently dimensioned. See section II for tributaries. These records are placed after the Gl record. Field Variable Value Description First G2 0 lA G2 Record identification characters 1 IHPl + Number of last cross section using the first (downstream most) hydrograph. The number of section is counted from downstream to upstream with the downstream section number being one. See also section H. 2 NP1 + Number of points connected by straight segments used to define the first hydrograph. 3 IHP2 + Number of last section using the second hydrograph if any. Otherwise leave it blank. 4 NP2 + Number of points used to define the second hydrograph if any. Otherwise leave it blank. 5 IHP3 + Number of last section using the third hydrograph if any. Otherwise leave it blank. 6 NP3 + Number of points used to define the third hydrograph if any. Otherwise leave it blank. 7 IHP4 + Number of last section using the fourth hydrograph if any. C-3 Otherwise leave it blank. NP4 Number of points used to define the fourth hydrograph if any. Otherwise leave it blank. IHP5 Number of last section using the fifth hydrograph if any. Otherwise leave it blank. 10 NP5 + Number of points used to define the fifth hydrograph if any. Otherwise leave it blank. Second G2: Note that this record is used only if more than 5 hydrographs are used for the job It is necessary to place a negative sign in front of NP5 located in the 10th field of the first G2 record as a means to specify that more than 5 hydrographs are used. lA IHP6 G2 + Record identification characters Number of last cross section using the sixth hydrograph if any. Otherwise leave it blank. NP6 IHP7 -t-Number of points connected by straight segments used to define the sixth hydrograph if any. Otherwise leave it blank. Nxunber of last section using the seventh hydrograph if any. Otherwise leave it blank. NP7 IHP8 + Number of points used to define the seventh hydrograph Number of last secfion using the eighth hydrograph if any. Otherwise leave it blank. NP8 IHP9 + Number of points used to define the eighth hydrograph Number of last section using the ninth hydrograph if any. Otherwise leave it blank. NP9 mpio + Number of points used to define the ninth hydrograph Number of last section using the tenth hydrograph if any. Otherwise leave it blank. 10 NPIO + Number of points used to define the tenth hydrograph Succeeding G2 Record(s) 1 Ql 1, Q21 + Discharge coordinate of point 1 for each hydrograph, C-4 Q31 in ftVsec or mVsec 2 TMl 1 ,TM21 + Time coordinate of point 1 for each hydrograph, in hours TM31 3 Q12, Q22 + Discharge coordinate of point 2 for each hydrograph, in cfs or cms 4 TM12,TM22 + Time coordinate of point 2 for each hydrograph, in hours TM32 Continue with additional discharge and time coordinates. Note that time coordinates must be increasing order. m G3 Record - This record is used to define required and optional river channel features for a job as hsted below. This record is placed after the G2 records. Field Variable Value 0 lA G3 sn BSP 0 + Description Record identification characters Slope of the downstream section, required for a job One-on-one slope for rigid bank or bank protection Slope of bank protection in BSP horizontal units on 1 vertical unit. In the case of vertical bank, use 0.05 for BSP. This value is used for all cross sections unless otherwise specified in Field 8 of the XF record for a section. DSOP 0 1 TEMP 0 + ICNN 0 1 6 TDZAMA 0 + Downstream slope is allowed to vary diuing simulation. Downstream slope is fixed at SI 1 given in Field 1. Water temperature is 15°C. Water temperature in degrees Celsius Manning's n defined in Field 7 of the Gl record or those in Field 4 of the XF records are used. Brownlie's fomiula for alluvial bed roughness is used to calculate Manning's n in the simulation. Thickness of erodible bed layer is 100 ft (30.5 m). Thickness of erodible bed layer in ft or m. This value is appHed to the entire channel reach but it may be redefined for a section using Field 10 of the XF record. C-5 m SPGV KGS PHI 0 + 0 0 Specific gravity of sediment is 2.65. Specific gravity of sediment The number of size fractions for bed material is 5. The number of size Sections for bed material. It maximum value is 8. The angle of repose for bed material is 36°. Angle of repose for bed material G4 Record - This is an optional record used to select cross sections (up to 4) to be included at each summary output. Each cross section is identified by its number which is counted from the downstream section. This record also contains other options; it is placed after the G3 record Field Variable Value 0 L\ G4 1 IPLTl 2 IPLT2 3 IPLT3 4 IPLT4 -f- 5 lEXCAV + GIFAC PZMIN + + + + 10 REXCAV + Description Record identification characters Number of cross section Number of cross section Number of cross section Number of cross section A positive integer indicates number of cross section where sand/gravel excavation occurs. A non-zero constant is used to modify sediment inflow at the upstream section. Mmimum bed profile during simulation run is not requested. Output file entitled TZMIN for minimum bed profile is requested. A non-zero value specifies rate of sand/gravel excavation at Section lEXCAV. G5 Record - This is an optional record used to specify miscellaneous options, including unsteady-flow routing for the job based upon tiie dynamic wave, bend flow characteristics. If the unsteady flow option is not used, the water-surface profile for each time step is computed using the standard-step metiiod. When the unsteady flow option is used, the downstream water-surface elevation must be specified using the GB records. C-6 Field Variable Value lA DT IROUT PQSS TSED PTV 10 DYMAX G5 0 + 0 1 0 + 0 Description Record identification characters The fu^t time step is 100 seconds. Size of the first time step in seconds. Unsteady water routing is not used; water-surface profiles are com- puted using standard-step method. Unsteady water-routing based upon the dynamic wave is used to compute stages and water discharges at all cross sections for each time step. No output of gradation of sediment load Gradation of sediment load is included in output in 1,000 ppm by weight. Rate of tributary sediment inflow is 1 times the discharge ratio. Rate of tributary sediment inflow is TSED times the discharge ratio. No output of transverse distribution of depth-averaged velocity Transverse distribution of deptii-averaged velocity is printed. The velocity distribution is for bends with fiilly developed transverse flow. No GR points are inserted for cross sections. Maximum value of spacing between adjacent points at a cross section (ft or m). If this value is exceeded, intermediate points will be inserted by interpolation. The number of points inserted is given in Field 10 of the X3 record in output. G6 Record - This is an optional record used to select time points for summary output. Up to 30 time points may be specified. The printmg frequency (KPF) in Field 10 of the Gl Record may be suppressed by using a large number such as 9999. Field Variable Value First G6 Record 0 lA G6 + 1 NKPS Succeeding G6 Record(s) Description Record identification characters Number of time points C-7 0 lA G6 Record identification characters 1 SPTM(l) + First time point, in hours 2 SPTM(2) + Second tune point, in hours Continue with additional time points. GS Record - At least two GS records are required for each job, used to specify initial bed- material compositions in tiie channel at the downstream and upstream cross sections. The first GS record is for tiie downstream section; it should be placed before tiie first XI record and after tiie G4 record, if any. The second GS record is for tiie upstream section; it should be placed after all cross-sectional data and just before tiie EJ record. Additional GS records may be inserted between two cross sections witiiin tiie stream reach, witii tiie total number of GS records not to exceed 15. Each GS record specifies tiie sediment composition at tiie cross section located before tiie record. From upstream to downstream, exponential decay in sediment size is assumed for the initial distribution. Sediment composition at each section is represented by five size fractions. Field Variable Value Description 0 LA GS Record identification characters 1 DFF + Geometric mean diameter of the smallest size fraction in mm 2 PC + Fraction of bed material in this size range Continue with otiier DFF's and PC's. GB Records - These optional records are used to define time variation of stage (water-surface elevation) at a cross section. The first set of GB records is placed before all cross section records (XI); it specifies the downstream stage. When the GB option is used, it supersedes other metiiods for determining tiie downstream stage. Otiier sets of GB records may be placed in other parts of tiie data set; each specifies tiie time variation of stage for tiie cross section immediately following the GB records. Field Variable Value First GB Record 0 lA 1 KBL GB -I- Description Record identification characters Number of points used to define base-level changes C-8 Succeeding GB Record(s) 0 lA GB Record identification characters 1 BSLL(l) + Base level of point 1, in ft or m m 2 TMBL(l) + Time coordinate of point 1, in hours 3 BSLL(2) + Base level of point 2, in ft or m 4 TMBL(2) + Time coordinate of point 2, in hours Continue witii additional elevations and time coordinates, in tiie increasing order of time. GQ Records - These optional records are used to define stage-discharge relation at tiie downstream section. The GQ input data may not used togetiier witii tiie GB records. Field Variable Value First GQ Record 0 lA GQ 1 KQL + Succeeding GQ Record(s) 0 lA GQ 1 2 3 4 BSLL(l) TMQ(l) BSLL(2) TMQ(2) -I- + Description Record identification characters Number of points used to define base-level changes Record identification characters Base level of point 1, in ft or m Discharge of point 1, in cfs or cms Base level of point 2, in ft or m Discharge of point 2. in cfs or cms Continue with additional elevations and discharges, in tiie increasmg order of discharge. GI Records - These optional records are used to define time variation of sediment discharge entering tiie study reach tiirough tiie upstream cross section. The GI input data, if included, will supersede otiier metiiods for determining sediment inflow. The sediment inflow is classified into tiie two following cases: (1) specified inflow at tiie upstream section, such as by a rating curve; and (2) sediment feedmg, such as from a dambreach or a sediment feeder. These two cases are distinguished by DXU in Field 2 of tiiis record. For tiie first case, sediment discharge at tiie upstream section is computed using size fractions of bed-material at tiie section, but for tiie C-9 second case, the size fractions of feeding material need to be specified using tiie PCU values in tins record. The upstream section does not change in geometry for tiie first case but it mav undergo scour or fill for tiie second case. Field Variable Value First GI Record 0 lA KGI DXU GI + 4-orO 3-10 PCU + Succeeding GI Record(s) 0 L\ GI 1 QSU(l) TMGI(l) QS0(2) TMGI(2) + + + Description Record identification characters Number of points used to define time variation of sediment inflow. Channel distance measured from tiie upstream section to tiie sediment source. A zero value signifies case 1; and non-zero DXU and KGI signify case 2, for which PCU values are required. Size fractions of inflow material. The number of size fractions is given in Field 8 of tiie G3 record and tiie sizes for tiie fiactions are given in the second GS record. Record identification characters Sediment discharge of point 1, in cubic ft or m (net volume) per second Time coordinate of point 1, in hours Sediment discharge of point 2 Time coordinate of point 2. Continue witii additional sediment discharges and time coordinates, in tiie increasing order of time coordinates. XI Record - This record is required for each cross section (175 cross sections can be used for tiie study reach); it is used to specify tiie cross-sectional geometry and program options ^phcabie to tiiat cross-section. Cross sections are arranged in sequential order starting from downstream. Field Variable Value Description 0 lA XI Record identification characters 1 SECNO + Original section number from the map C-10 NP + Total number of stations or points on tiie next GR records for current cross section Lengtii of reach between current cross section and tiie next down- stream section along tiie tiialweg, in feet or meters Cross-section stations are not modified by tiie factor YFAC. Factor by which aU cross-section stations are multiplied to increase or decrease area. It also multiplies YCl. YC2 and CPC in the XF record, and applies to the CI record. PXSECE 0 Vertical or Z coordinate of GR points are not modified. Constant by which all cross-section elevations are raised or lowered DX + YFAC 0 + + 10 NOD A 0 1 Cross section is subject to change. Cross section is not subject to change. XF Record - This is an optional record used to specify special features of a cross section. Field Variable Value Description 0 lA XF Record identification characters 1 YCl 0 Regular erodible left bank + Station of rigid left bank in ft or m, to tiie left of which channel is nonerodible. Note: This station is located at toe of rigid bank; its value must be non-zero and must be equal to one of tiie Y coor- dinates in GR records but not tiie first Y coordinate. YC2 0 Regular erodible right bank Station of rigid right bank, to tiie right of which channel is non- erodible. Note: This station is located at toe of rigid bank; its value must be equal to one of the Y coordinates in GR records but not the last Y coordinate. RAD 0 Straight channel with zero curvature + Radius of curvature at channel centerline in ft or m. Center of radius is on same side of channel where tiie station (Y-coordinate) starts. Radius of curvature at channel centeriine in ft or m. Center of radius is on opposite side of zero station. Note: RAD is used only if concave bank is rigid and so specified using tiie XF record. RAD produces a transverse bed scour due to curvature. C-U CN + Roughness of this section is tiie same as tiiat given in Field 7 of tiie Gl record. Manning's n value for this section CPC 0 + IRC 0 1 BSP 0 + BEFX RWD 0 + + 10 TDZAM 0 + ENEB + Center of thalweg coincides with channel invert at tiiis section Station (Y-coordinate) of the thalweg in ft or m Regular erodible cross section Rigid or nonerodible cross section such as drop structure or road crossing. There is no limit on tiie total number of such cross sections. Slope of bank protection is the same as tiiat given in Field 2 of tiie G3 record. Slope of bank protection at tiiis section in BSP horizontal units on 1 vertical unit. Use 0.05 for vertical bank. Slope of rigid bank is defined by tiie GR coordinates. Bank erodibility factor is defined in Field 5 of tiie Gl record A value between 0.1 and 1.0 for BEFX specifies tiie bank erodibility factor at tiiis section. RWD is tiie widtii of bank protection of a small channel in tiie floodplain. Areas outside this zone remains erodible. RWD is specified by a value greater tiian 1 (ft or m) in tiiis field. When RWD is used, BEFX is not specified. Erodible bed layer at this section is defined by TDZAMA in Field 6 of tiie G3 record. Thickness of erodible bed layer in ft or m. Only one decimal place is allowed for this number. Elevation of non-erodible bed, used to define ttie crest elevation of a grade-control stnicture which may be above or below tiie existing channel bed. In order to distinguish it from TDZAM, ENEB must have the value of 1 at tiie second decimal place. For example, tiie ENEB value of 365 should be inputted as 365.01 and tiie ENEB value of-5.2 should be inputted as -5.21. When ENEB is specified It supersedes TDZAM and TDZAMA CI Record - This is an optional record used to specify channel improvement options due to excavation or fill. The excavation option modifies tiie cross-sectional geometry by trapezoidal excavation. Those points lower tiian tiie excavation level are not filled. The fill option modifies tiie cross-sectional geometry by raising tiie bed elevations to a prescribed level. Those points higher tiian tiie fill level are not lowered. Excavation and fill can not be used at tiie same time C-12 This record should be placed after tiie XI and XF records but before tiie GR records. The variable ADDVOL in Field 10 of this record is used to keep track of the total voliune of excavation or fill along a channel reach. ADDVOL specifies the initial volume of fill or excavation. A value greater or less tiian 0.1 needs to be entered in tiiis field to keep track of tiie total volume of fill or excavation until another ADDVOL is defined. Field Variable Value Description 0 lA G5 Record identification characters 1 CLSTA CELCH + Station of the centerline of the trapezoidal excavation, expressed according to the stations in the GR records, in feet or meter. + Elevation of channel invert for trapezoidal channel, in feet or meters. XLSS + Side slope of trapezoidal excavation, in XLSS horizontal units for 1 vertical unit. 5 ELFIL + 6 BW + Fill elevation on channel bed, in feet or meters. Bed width of trapezoidal channel, in feet or meters. This width is measured along the cross section line; therefore, a larger value should be used if a section is skewed. 10 ADDVOL 0 Volume of excavation or fill, if any, is added to the total volume akeady defined. Initial volume of fill on channel bed, in cubic feet or cubic meters. Initial volume of excavation from channel bed, in cubic feet or meters. GR Record - This record specifies the elevation and station of each point for a digitized cross section; it is required for each XI record. Field Variable Value 0 1 2 3 Description lA GR Record identification characters Zl ± Elevation of point 1, in ft or m. It may be positive or negative. YI ± Station of point 1, in ft or m Z2 ± Elevation of point 2, in ft or m C-13 Y2 Station of point 2, in ft or m Continue witii additional GR records usmg up to 79 points to describe tiie cross section Stations should be m increasing order. E J Record - This record is required following tiie last cross section for each job. Each group of records beginning witii the Tl record is considered as a job. Field Variable Value Description 0 lA EJ Record identification characters 1-10 Not used II. OUTPUT DESCRIPTION Output of the model include initial bed-material compositions, time and spatial vanations of tiie water-surface profile, channel widtii, flow deptii, water discharge, velocity, energy gradient, median sediment size, and bed-material discharge. In addition, cross-sectional profiles are printed at different time intervals. below: SECTION TIME DT W.S.ELEV WIDTH DEPTH Q V SLOPE D50 QS FR N SED.YIELD WSEL Z Y Symbols used in the output are generally descriptive, some of them are defined Cross section Time on the hydrograph Size of the time step or At in sec Water-surface elevation in ft or m Surface width of channel flow in ft or m Depth of flow measured from channel invert to water surface in ft or m Discharge of flow in cfs or cms Mean velocity of a cross-section in ^s or mps Energy gradient Median size or d^o of sediment load in mm Bed-material discharge for all size fractions in cfs or cms Froude number at a cross section Manning's roughness" coefficient Bulk volume or weight of sediment having passed a cross section since beginning of simulation, in cubic yards or tons. Water-surface elevation, in ft or m Vertical coordinate (elevation) of a point on channel boundary at a cross- section, in ft or m Horizontal coordinate (station) of a point on channel boundary at a cross- C-14 section, in ft or m DZ Change in elevation during tiie current time step, in ft or m TDZ Total or accumulated change in elevation, in ft or m C-15 APPENDDC D. INPUT/OUTPUT LISTINGS OF FLUVL\L-12 FOR PROPOSED CONDITIONS fn* ******* i,i,±t*i,*i, tit* *i, *i. it ft* • FLUVIAL-12 SIMULATION OF RIVER HYDRAULICS, -* • SEDIMENT TRANSPORT AND RIVER CHANNEL CHANGES * • FOR USB SY HOWARD H. CHANG * **************************i,t,***-l,*1,1,K**i,*1HHH,*i,i,t1,i,iH,1,tt1H, THIS PROGRAM IS DEVELOPED AND FURNISHED BY HOWARD H. CHANG AND IS ACCEPTED AND USED SY THE RECIPIENT UPON THE EXPRESS UNDERSTANDING THAT THE DEVELOPER MAKES NO WARRANTIES, EXPRESS OR IMPLIED CONCERNING THE ACCURACY, COMPLETENESS, RELIABILITY, USABILITY, OR SUITABILITY FOR ANY PARTICULAR PURPOSE OF THE INFORMATION AND DATA CONTAINED IN THIS PROGRAM OR FURNISHED IN CONNECTION THEREWITH AND THE DEVELOPER SHALL BE UNDER NO LIABILITY WHATSOEVER TO ANY PERSON BY REASON OF ANY USE MADE THEREOF. mm Tl SAN MARCOS CREEK AT RANCHO SANTA FE ROAD, 100-YR . FLOOD T2 FOR CITY OF CARLSBAD AND DOKKEN ENGINEERING T3 HOWARD H. CHANG, MAY 1998 MM Gl . 50 45 .20 200 .00 2 .00 .50 .00 .05 10 .90 45 .00 120 .00 G2 33 . 00 15 .00 .00 .00 .00 .00 .00 .00 .00 .00 62 .00 .00 2000 .00 8 -00 4000 .00 8 .90 6000 .00 9 .30 10000 .00 9 .80 G2 16000 .00 10 -70 16500 .00 10 .90 16500 .00 11 .10 16000 -00 11 .20 10000 .00 12 . 00 G2 7000 .00 12 .60 5000 .00 13 .40 4000 .00 14 .70 2000 .00 22 -00 1300 -00 50 . 00 G3 .01 -00 .00 .00 -00 .00 .00 .00 .00 50 . 00 G4 .00 .00 .00 .00 .00 .00 1 .00 .00 .00 . 00 nm G5 .00 -00 .00 .00 .00 .00 -00 .00 .00 30 - 00 GI 2 .00 .00 .00 .00 .00 .00 .00 .00 -00 30 .00 m GI .00 -00 5000 .00 .00 -00 .00 GS .11 -17 -35 -20 1 .02 .20 2 .49 .20 7 .75 .20 NC .04 .04 .06 .10 .30 .00 .00 -00 -00 .00 XI S -51 13 -00 481 .00 517 .00 .00 .00 .00 .00 .00 .00 GR 325 .00 390 .00 312 .50 407 .00 300 .00 425 .00 291 .70 443 .00 283 .30 462 .00 GR 275 .00 481 .00 272. .00 500. .00 275 -00 517 -00 283 .30 537 .00 291 .70 557 .00 GR 300 .00 578 .00 312. .50 598, .00 325 .00 618 .00 XI 5, .so 17 .00 448, .00 530, .00 480 .00 480 .00 480. .00 .00 .00 .00 •Ml GR 325, .00 365, .00 312, .50 384 , .00 300 .00 403 .00 295, .00 414 .00 290, .00 425, .00 GR 287, .50 436. .00 285, ,00 448 , ,00 233 .30 462 .00 281. .70 476 .00 280 .00 490, .00 GR 230 . ,00 503 , .00 282. .50 516. .00 285. .00 530 .00 292 , .50 541 .00 300. .00 552 , .00 GR 312 , .50 572 , .00 325. .00 593 , ,00 XI 5. .67 18, .00 478, .00 535, ,00 380, .00 420 .00 400, ,00 .00 .00 . 00 mm GR 350. .00 373, ,00 337, ,50 386, .00 325 , ,00 400, .00 316, ,70 416, .00 303, .30 432, .00 GR 300. ,00 443, ,00 295, ,00 463 , ,00 290, ,00 478. ,00 285, ,00 490 ,00 284, .00 500, .00 mm GR 285. .00 512, ,00 290, ,00 523. ,00 300. ,00 535. .00 312. ,50 552 , .00 325. .00 570. .00 GR 333. 30 536 . ,00 341. ,70 603 , .00 350, ,00 620, ,00 m XI 5. 76 16 , .00 455 , .00 529. ,00 490. .00 430. .00 460 , ,00 .00 .00 ,00 GR 337. .00 350. ,00 333. ,00 370 , .00 329, ,00 390. ,00 325. ,00 410. .00 316. ,70 425. ,00 m GR 3oa. 30 440 . .00 300. .00 455. ,00 297. .50 466, ,00 295 , ,00 478, ,00 294 , ,00 489. ,00 GR 293 . 00 500. ,00 295. 00 517. ,00 300, ,00 529. .00 312. ,50 543, ,00 325. ,00 567. ,00 m GR 337. 00 585. .00 XI 5 . 34 13. ,00 452. 00 513 . .00 415. ,00 385. .00 400. 00 ,00 00 .00 mm GR 337. 00 370. 00 331. .00 385. 00 325. ,00 400. ,00 313. 30 417. ,00 311. 70 434. .00 GR 305. 00 452. 00 302. 50 470. 00 300. ,00 488. ,00 299. 00 500. .00 300. 00 513 . 00 m GR 312. so 533 . 00 325-00 553 . 00 337. ,00 570. .00 XI 5. 91 17. 00 475 . 00 537. 00 410. 00 410. 00 410. 00 00 00 00 GR 350. 00 348. 00 341-70 368. 00 333 . 30 389. 00 325-00 410-00 320. 00 430. 00 mm GR 315 . 00 445. 00 310, 00 460. 00 305. 00 475. 00 304. 00 487-00 303 . 00 500. 00 GR 305 . 00 520. 00 310. 00 537. 00 317-50 552 . 00 325. 00 567. 00 333 . 30 581. 00 'MM GR 341. 70 596. 00 350. 00 611. 00 XI 5 . 98 18. 00 475. 00 S23 . 00 340. 00 360. 00 350. 00 00 00 00 an GR 350. 00 330. 00 345. 00 347. 00 340. 00 364-00 335. 00 381. 00 330. 00 398. 00 GR 325. 00 415. 00 320. 00 435. 00 315. 00 455 . 00 310. 00 475. 00 308. so 487. 00 D-1 GR GR XI X3 GR GR GR GR XI X3 GR GR GR GR GR NC XI X3 GR GR GR GR XI X3 X3 GR GR GR GR GR GR XI X3 X3 GR GR GR GR GR NC XI XF GR GR GR GR GR GR GR GR GR XI XF GR GR GR GR GR GR GR GR GR NC XI X3 GR GR GR 307 .00 500 .00 308 .50 511 .00 310 .00 523 .00 317 .50 543 .00 325 .00 333 .30 580 .00 341 .70 597 .00 350 .00 615 .00 6 .05 17 .00 460 .00 526 .00 250 .00 450 .00 350 .00 .00 .00 338 .00 424 .00 330 .00 441 .00 327 .90 448 .00 318 .70 460 .00 314 .60 312 .10 475 -00 312 .20 431 .00 313 .60 435 .00 313 -30 511 .00 314 .30 330 .40 555 .00 331 .10 558 -00 327 .40 559 .00 328 .00 571 -00 327 -80 327 .90 606 .50 328 .00 523 .00 340 .00 644 .00 6 .08 24 .00 454 .00 523 .00 210 .00 175 .00 193 .00 -00 .00 340 .00 398 -00 330 .00 411 .00 322 .70 440 .00 321 .00 450 .00 319 -50 319 .10 465 .00 316 .90 467 .00 317 .00 472 .00 319 .50 477 .00 319 .40 317 .80 482 .00 317 .90 486 .00 319 .10 488 .00 320 .00 508 .00 313 .80 318 .60 520 .00 320, .10 523 .00 319 .70 537 .00 319 .40 548 .00 327 .00 332 .00 570 .00 333 , .30 577 .00 333 .80 592. .00 338 .90 614 .00 344. .00 .00 .00 .08 .00 .00 .00 .00 .00 .00 6, .12 17 .00 463, ,00 543, .00 180, .00 180, .00 180, .00 .00 .00 344 , ,00 336 .00 337, ,00 359, .00 330, ,00 382, ,00 326. ,90 402 , .50 323 , ,80 323 , ,50 428, .00 323 , ,00 449, ,00 322, ,60 463 , ,00 321, .70 479. .00 321. ,00 319, ,80 503 , .00 320 . ,00 510, ,00 321. .10 512, .00 320, ,70 519, ,00 325. 40 326. .90 543 , ,00 326. ,90 557, .00 331. ,00 571. ,00 342, ,00 598 , ,00 6. .16 20, ,00 443. .00 556, ,00 180. ,00 225. ,00 210 , .00 .00 00 ,00 ,00 00 ,00 00 680. 00 .00 .00 00 346. 00 367, ,00 339. 00 388. 50 332 . 00 410 . 00 332. 50 414 . 00 325. 00 324 . 20 466. .00 323 -10 481. 50 322 . 00 497. 00 321. 30 503. 00 321. 60 322 . 20 510. 00 322. 40 516 . 00 324. 40 521. 00 325. 20 533 . 00 327. 00 326 . 95 571. 50 326. 90 587. 00 327-10 601. 00 327. 70 612. 00 329. 30 329 . 60 644 . 00 332 . 00 671. 00 332. 50 700 . 00 333 . 00 729. 00 333 . 50 334 . 00 737. 00 6. 19 18. 00 451. 00 557. 00 160 . 00 190. 00 178. 00 00 00 00 00 00 00 00 650. 00 00 00 00 343.00 322.70 326.40 329.00 338.00 .00 6.22 383 .00 340.00 322.40 326.50 326.90 326.50 325.70 326.60 327.80 340.00 6.26 360.00 340.00 328.80 328.00 325.30 326.10 330.00 330.00 330.00 340.00 .00 6.28 350.00 323.20 327.50 391.00 479.00 557.00 636.00 760.00 .00 41.00 699.00 365-00 413.00 455.00 493.00 533 .00 575.00 622-00 664.00 725.00 41.00 686.00 340.00 392.00 436.00 430.00 525.00 569.00 610.00 654 .00 700.00 .00 19.00 420.00 498.00 547.00 341-00 324.20 326.75 330.00 413.00 491-00 580.00 660.00 333.45 325 .20 327-10 332.00 432.00 499.00 603.00 684.00 325.90 323-80 327.20 334.00 451.00 520.00 604.00 705.00 324- 60 325- 40 328.00 336.00 563.00 .00 1.00 469.00 526.00 590.00 .00 1.00 454.00 480.00 510.00 561.00 636.00 .00 -00 2.00 423.00 4 96.00 526.00 -00 -00 6.00 443.00 509.00 556.00 641.00 758.00 .00 -00 3 .00 476.00 528.00 612.00 732.00 .04 .30 .50 .00 -00 .00 .00 .00 365 .00 725. .00 250 .00 110 .00 170 .00 .50 .00 .00 .00 .00 .00 .00 .00 2 .00 .00 .00 331. .00 383 , .00 330, .70 390 .00 330 .40 396 .00 322, ,60 404 .00 322, .30 422, .00 322 .10 431, .00 323 .60 439, .00 325, ,00 447. .00 326, .60 462, ,00 326 .70 470, .00 326 .80 477, .00 326. .90 485, .00 326. ,80 501, .00 326, .30 509, ,00 326, .70 517, .00 326. ,70 525 ,00 326, ,20 541. .00 326, .00 549, ,00 325. .70 557. .00 325. .50 566. ,00 325. ,80 585, ,00 326. ,00 595, ,00 326 . .20 604. .00 326. .40 613. .00 326. .80 631. .00 327, .00 639, ,00 327. ,30 647, ,00 327, .50 656, .00 328 , .00 673 , .00 327, ,70 681, .00 327, .40 689, ,00 327. ,10 699. .00 340, .00 700 .00 200. .00 200, .00 200 .00 .50 .00 .00 .00 .00 .00 .00 .00 2 .00 .00 .00 330, .00 360 .00 329, .80 369, ,00 329 .60 376. .00 329, .20 384 .00 328 .50 400 .00 328 .10 408 , ,00 327, .70 417. ,00 327, .80 426 .00 328, .10 446 .00 326, .90 454 , ,00 325, .70 463 ,00 325 , .70 471 .00 325 .30 488. .00 325, .90 497, .00 325, , 90 506, .00 326. .00 515. .00 326, ,10 S35 .00 326, .20 545, .00 327, .90 552, ,00 329, .60 559. .00 330 .00 577 .00 330, .00 535, ,00 330, ,00 593. ,00 330. ,00 602, .00 330 , .00 619 .00 330, .00 627, .00 330 , .00 636, ,00 330, ,00 645. .00 330, .00 663 .00 330, .00 672, ,00 331, ,50 673, ,00 333 . .00 686 .00 .06 .10 .30 .00 ,00 ,00 ,00 .00 460, .00 535 .00 20, .00 210. .00 90, ,00 .00 ,00 .00 5. .00 340, .00 440 .00 330, .00 460, ,00 327, ,20 470, ,00 324 . ,90 478. .00 325, ,90 506 .00 326, .40 511, ,00 325, ,40 520 , .00 326. ,70 535. .00 328, ,10 555 .00 330, .00 563, ,00 332, ,00 581, ,00 333 , .00 598, ,00 D-2 GR 334 .00 615 .00 335 .00 633 -50 336 .00 652 .00 338 .00 672 .00 340 .00 GR 341 .00 707 .50 342 .00 730 .00 343 .00 746 .00 344 -00 762 .00 NC -00 .00 .05 .00 .00 .00 -00 .00 .00 GS .09 .15 .25 .20 .70 .20 1 .72 .20 6 .15 XI X3 6 .30 12 -00 460 .00 543 .00 80 .00 200 .00 135 .00 .00 .00 GR 339 .00 433 .00 328 .90 460 -00 327 .10 432 .00 325 .70 487 .00 325 .20 GR 326 .50 500 .00 327 -50 512 .00 327 .65 527 .50 327 .80 543 -00 329 .20 GR 330 .96 590 .80 332 -72 617 .60 ',334 .48 644 .40 336 .24 671 .20 338 .00 GR 339 .77 720 .00 341 .53 742 .00 343 .30 764 -00 344 .65 782 .00 346 .00 XI X3 6 .34 27 .00 464 .00 537 .00 195 .00 195 .00 195 .00 .00 .00 GR 346 .00 275 .00 344 .00 295 .00 342 .00 313 .00 340 .00 327 .00 338 .00 GR 336 .00 367 .00 335 .00 332 .50 334 .00 398 .00 333 .00 419 .00 331 .50 GR 330 .40 464 .00 328 .50 473 .00 326 .70 474 .00 324 .80 480 .00 325 .90 GR 327 .40 511 .00 327 .10 537 .00 329 .40 540 .00 331 .00 560 .50 332 .60 GR 336 .00 608 .00 338 .00 636 .00 338 .50 645 .00 338 .50 651 .00 339 .30 GR 342 .80 681 .00 344 .10 705 .00 344 .60 722 .50 345 .10 740 .00 345 .40 XI X3 6 .39 14 .00 469 .00 537. .00 235 .00 235 .00 235 .00 .00 .00 GR 342 .00 296 .00 339 .38 324, .25 336 .75 352 .50 334 .13 380, .75 331. .50 GR 330 .90 429 .00 330 .30 449, .00 329, .70 469 .00 327, .70 471. .00 326 .10 GR 324 .80 508, .00 326 ,40 511, .00 330, ,30 519 .00 333 . .20 537, ,00 335 .45 GR 337 .70 581, .00 338. .30 605 , ,00 339, .05 622 .50 339, .80 640 , .00 341, .70 GR 343 .60 691, .00 XI X7 6 .46 16 , .00 470 , .00 530. .00 330. ,00 410. .00 370 , ,00 ,00 ,00 GR 350 .00 195 , .00 347. ,50 211. .00 345, ,00 227 .00 342, ,50 243 , ,50 340 . ,00 GR 339 .35 231. .50 333. ,70 303 . .00 338. .10 325, .00 337, ,50 347, ,00 336. .85 GR 336, .20 391. .00 335, ,60 413 , ,00 335. .00 435, .00 332, ,00 450, ,00 335. ,00 GR 333 ,50 500, ,00 332, ,00 530, ,00 333. .50 546, ,00 335, ,00 562, ,00 340 , ,00 GR 341, .25 607, ,50 342. .50 630, ,00 343, ,75 652, ,50 345 . , 00 675 . .00 350 . .00 XI 6 .52 22, ,00 460. ,00 550, ,00 330. ,00 370, ,00 350 , ,00 ,00 ,00 GR 355, .00 130. ,00 354. 00 202 . ,50 353, ,00 225. ,00 345 . ,00 240. .00 342. 50 GR 340, .00 295. 00 339. 15 316. ,50 333. ,30 338. .00 337. ,50 359. .50 336. .70 GR 335. .85 403 . 00 335. ,00 425 . ,00 330. ,00 435. .00 329. ,00 450. 00 330. .00 GR 329, ,00 480. 00 323. .00 500 . ,00 329, ,00 525. ,00 330. ,00 550. 00 332. 50 GR 335 . ,00 585-00 340. .00 595 . ,00 342. 50 617, ,50 345. .00 640. 00 350. 00 GR 350 , .60 670 . 50 351. 20 691. .00 351. .85 711, .50 352. .50 732 . 00 353 . 10 GR 353 . 70 773. 00 354. 35 794. .00 355. 00 315, ,00 XI v\ 6. 60 17. 00 470. 00 530. 00 400. ,00 400. ,00 400 . 00 00 00 GR 355. 00 405. 00 350. 00 421. ,00 345. 00 437. ,00 340 . 00 453-50 335. 00 GR 332. .00 500. 00 335. 00 530. .00 337. 50 560. ,00 340. 00 590 . 00 340. 85 GR 341. 70 636. 00 342. .50 659. .00 343. .30 632. 00 344 . 15 705 . 00 345-00 GR 347. .50 749. 00 350. 00 770. .00 350. 40 791. ,50 350 . 80 313. 00 351. 25 GR 351. 70 856. 00 352. 10 877. .50 352. 50 899. ,00 352. 90 921. 00 353 . 30 GR 353 . 75 964. 50 354 . 20 936. 00 354. 60 1003. .00 355 . 00 1030 . 00 XI 6-74 23 -00 464 . 00 527. .00 850. 00 700. ,00 770 . 00 00 00 A-j GR 360-00 00 359. 15 20. .50 358. 30 41. ,00 357. 50 62 . 00 356. 70 GR 355 . 85 104. 00 355 . 00 125. ,00 354. 15 145, ,50 353 . 30 166. 00 352. 50 GR 351. 70 208. 00 350. 85 229 , ,00 350. .00 250, 00 349 . 35 272 . 00 343. 70 GR 348 . 10 316. 50 347. .50 339. ,00 346. 35 361. ,00 346 . 20 383-00 345. 60 GR 345 . 00 428. 00 344 . 00 446 , .00 343 . 00 464. ,00 342 . 00 482 . 00 341. 00 GR 343 . 00 527-00 345. .00 555 . ,00 347. ,50 533 , ,00 350. 00 611. 00 351. 25 GR 352-50 649-00 353. ,75 668 , .50 355. 00 688. ,00 355. 60 708 . 00 356. 20 GR 356 . 85 74 8. 50 357. ,50 769. .00 358. .10 789, ,00 358. ,70 809. 00 359. .35 GR 360. .00 850 . 00 XI VT 6. 84 18. 00 466. ,00 541, ,00 430. ,00 480. ,00 480. 00 00 ,00 GR 365. ,00 200. 00 363 , ,75 221, ,00 362. .50 242. ,00 361. 25 263 . 50 360. 00 GR 358. ,75 306.00 357. ,50 327.00 356.25 348. .50 355. ,00 370.00 350. ,00 GR 349. .15 416. 50 348 . ,30 433, .00 347. ,50 449. .50 346. .70 466. 00 345. .85 GR 345, ,00 500. ,00 345, ,00 515 , .00 350. ,00 541. ,00 355. 00 565. 00 357. .50 GR 360. .00 620. 00 360, ,60 642 . .50 361. ,20 665, ,00 361. ,35 687. 50 362. ,50 GR 363 . ,10 732. .50 363 , ,70 755. ,00 364. .35 777, ,50 365. ,00 800. ,00 685.00 .00 .20 .00 8.00 497.00 564.00 698.00 800.00 .00 3.00 345.00 442.00 502.00 581.00 671.00 744.00 .00 7.00 409.00 488.00 559-00 661.00 .00 9.00 260.00 369.00 470.00 585.00 695.00 .00 11.00 267.00 331.00 460.00 567-50 650.00 752.50 .00 12.00 470.00 613.00 728.00 834.50 943.00 .00 18.00 83.00 137.00 294.00 405.50 500.00 630.00 728.00 829.50 .00 11.00 285.00 400.00 483.00 592-00 710.00 D-3 XI 6 .96 11 .00 455 .00 515 .00 680 .00 640 .00 XF X3 .00 .00 .00 .00 .00 1 .00 mm GR 385 .00 300. .00 332 .50 325 .00 380 .00 350 .00 '•i GR 377 .50 402 .50 376 .70 420 .00 375 .35 437 .50 '•i GR 360 .00 490, .00 356 .00 500 .00 360 .00 515 .00 GR 380, .00 572, .50 385, .00 590 .00 •"• XI X3 7, .07 14 , ,00 472, .00 530, .00 600, .00 600, .00 GR 400. .00 350. .00 390. ,00 370, ,00 380, ,00 390, ,00 GR 373. ,00 472, ,00 371, ,00 500, ,00 375. .00 530. .00 ••1 GR 381, .25 537, ,50 382, ,50 605, ,00 383. .75 622. .50 GR 395. .00 630. ,00 397, ,50 710, ,00 400. .00 740. ,00 m GS EJ ,12 ,00 .09 .00 .31 ,00 .10 ,00 .96 ,00 ,20 ,00 660 .00 .00 379.15 375.00 367.50 600.00 377.50 377.50 385.00 4.14 .00 .00 .00 .00 .00 -00 .00 6 .00 367 .50 378 .30 385 .00 455 .00 367 .50 472 .50 535 .00 375 .00 555 .00 .00 .00 .00 4. .00 417, ,00 375 .00 445 , ,00 550, ,00 380, .00 570. ,00 640. ,00 390. ,00 670. .00 ,30 23 . ,30 30 00 ,00 00 Tl INITIAL BED MATERIAL COMPOSITION SECTION SIZE FRACTION SIZE FRACTION SIZE FRACTION SIZE FRACTION SIZE FRACTIC MM MM MM MM MH •m 5 .51 .11 .175 .35 .206 1.02 .206 2 -49 .206 7 .75 .206 5 .60 .11 .173 .34 .207 .98 .207 2 .38 .207 7 .54 .207 5 .67 .11 .171 .33 .207 .94 .207 2 .30 .207 7 .37 .207 mm 5 .76 .10 .169 .31 .208 .90 .208 2 .20 .208 7 .18 .208 5 .84 .10 .168 .30 .208 .87 .208 2 -13 .208 7 -02 .208 5 .91 .10 .166 .29 .209 . 84 .209 2 .05 .209 6 -36 .209 5 . 98 .10 .164 .28 • .209 .81 .209 1 .98 .209 6 .72 .209 6 .05 -10 .163 -28 .209 .78 .209 1 .92 .209 6 .59 .209 6 .08 .10 .162 .27 .209 .77 .209 1 .89 .205 6. .52 .209 6 .12 .10 .161 .27 -210 .76 .210 1. .86 .210 6 .45 .210 6 .16 .09 .161 .26 .210 .74 .210 1. .82 .210 6, .38 -210 — 6. .19 -09 .160 .26 .210 .73 .210 1, .79 .210 6, ,31 .210 6. ,22 .09 .159 .26 .210 .72 -210 1. ,77 .210 6. ,25 .210 6. ,26 .09 .158 .25 .210 -71 .210 1, ,73 .210 6, ,18 .210 6, ,28 .09 .158 .25 -211 .70 .211 1, ,72 .211 6, ,15 .211 5, 30 .09 .156 .25 -207 .71 -210 1, ,77 .214 6, .42 -214 6 , ,34 .09 .153 .25 -202 .72 .210 1. .84 .213 6, .83 -218 6. 39 .10 .149 .26 -196 .73 .209 1. ,94 .223 7. ,36 .223 6. 46 .10 .143 .26 .136 .75 .209 2. ,09 .231 8. 28 .231 6 . 52 .10 .137 -27 .177 .77 -208 2. ,25 .239 9. 25 .239 6-60 .10 .131 .27 .167 .79 .207 2. .45 .243 10. 50 -243 mm 6 . 74 .11 .119 .23 .146 .34 .206 2. 88 .265 13 . 41 .265 6. 84 .11 .111 .29 .134 .37 .205 3 . 18 .275 15 . 62 .275 6. 96 .12 .100 .30 .117 .92 .203 3 . 65 .290 19-26 -290 7, 07 .12 .091 -31 .101 .96 .202 4. 14 .303 23-30 .303 THE YANG SEDIMENT FORMULA IS USED D-4 TIME SECTION .50 HRS W.S.ELEV. PT DT 100 SECS TIME STEP WIDTH DEPTH FT FT Q CPS V FPS 0 SLOPE D50 MM QS/Q 1000 PPM FR SED. YIELD TONS 5 .51 274 .57 30 .8 2 .57 125 3 .16 . 00669 1 .04 9 .31 .49 . 363E+01 III* 5 .60 281 .20 29 .1 1 .20 125 4 .94 .02717 1 .11 24 .89 .93 . 971E+01 III* 5 .67 286 .20 27 .5 2 .20 125 3 .06 -00524 -92 7 .04 .44 .275E+01 . in* 5 . 76 294 .59 31 .1 1 .59 1-25 5 .05 .03194 1 .09 33 .67 1.00 .131B+02 . in* 5 .34 300 .93 33 .2 1 .93 125 3 .17 .00743 .94 3 .04 .51 .118E+01 5 .91 304 .83 41 .2 1 .83 125 3 .29 .01109 .89 4 .05 -60 .153E+01 5 .98 308 .99 31 .9 1 .99 125 3 .94 - 01444 .91 12 .14 .70 .473E+01 •m 6 .05 313 .94 50 .1 1 .84 125 3 .58 -01925 .78 8 .09 .75 .316S+01 •m 6 .08 313 .98 29 .2 2 .08 125 4 .94 .02984 .97 38 -78 .93 .151E+02 6 .12 321 .93 46 .0 2 .13 125 2 .69 -00669 .85 3 .22 .47 .126E+01 ••mi 6 .16 323 .35 40 .4 2, .05 125 2 .88 .00702 .30 2 .01 .49 .784E+00 6 .19 325 .01 53. .6 2 .31 125 2 .99 .01172 .84 8, .38 .60 .327E+01 mm 6. .22 325 .78 39 .4 3, ,68 125 1, .80 .00153 .75 1, .33 .24 .519E+00 6, .26 326 .72 45, .9 1, ,02 125 3 , .62 -01760 .84 17. .50 -73 .683E-I-01 -m 6. .28 327, .24 73 , ,3 4, ,04 125 ,94 .00038 .76 ,33 .12 .127E+00 6. ,30 327. .44 33. .4 2, ,24 125 3 , ,49 .01037 ,84 8, .94 .59 .349E+01 •mm 6. .34 328. .15 65. .2 3. ,35 125 1. ,09 .00054 ,86 ,06 .15 .225E-01 6 , 39 323. .28 44, .4 3. ,48 125 1, ,36 .00066 .62 ,40 .17 .156S-t-00 5. ,46 333 . ,17 49, , 7 1. .17 125 4. ,29 .03461 1, .44 120. 53 .99 .470E+02 6. 52 333. .81 149. .3 5. 81 125 ,21 .00001 1. ,10 .00 .02 .OOOE+00 6. 60 333 . 80 36. 1 1. 80 125 3 . 84 .01561 1. ,35 9. 10 .71 .355E+01 6 . 74 342. 74 54. 8 1. 74 125 2 . 62 -00759 1. 65 46 -49 .iaiE+00 6. 84 346. 43 51. 1 1. 43 125 2-64 -00707 2. 05 5. 43 .48 .212E+01 6. 96 358. 61 16. 3 2. 61 125 5-89 -02392 2. 53 00 -91 .OOOE+00 -m 7. 07 372. 57 33 . 3 1. 57 125 4 . 72 -02835 3 . 18 00 .94 .OOOE+00 TIME 6.89 HRS DT = 200 SECS TIME STEP SECTION W.S.ELEV. FT WIDTH PT DEPTH PT Q CFS V FPS 120 SLOPE D50 MM QS/Q 1000 PPM FR SED. YIELD TONS — 5 .51 278 .00 50 .1 6 .00 1721 9 .40 .01506 1 .95 5 .59 .87 .562E+04 5 .60 234 .25 74 .8 4 .29 1721 3 .98 -02136 2 .21 15 .16 .99 .535E4-04 5 .67 290 .31 45 .3 5 .73 1721 8 .64 .01037 2 .57 2 .58 .73 .494E+04 5 .76 296 .71 37 .4 9 .69 1721 11 .27 . 02121 2 .80 S. .66 .93 -474E+04 5 .84 304 .42 66 .9 5 .12 1721 7 .84 .01206 1 .36 5. .79 .76 .420E+04 5 -91 309. .60 74. .1 3 .69 1721 7 .76 .01302 1. .54 5. .29 .79 .382E+04 mm 5 .98 313 .51 74 .6 4 .01 1721 6 .72 -00822 1. .21 7. .61 .64 .576E+04 6 .05 316. .88 69. .7 3 .91 1721 7 .89 .01237 2, .70 7. .19 .79 .630E+04 6 .08 319, .18 44, ,3 7, .31 1721 9 .90 .01659 3 , ,77 7. ,09 .89 .598E+04 6 .12 322 ,76 79, ,9 6. .15 1721 7, .65 .01394 3 , ,47 5, ,73 .80 .431E+04 mm 6 .16 325 , .57 108, ,7 4 . .75 1721 5 .99 . 00912 2 . , 72 4 , ,14 .65 . 331E+04 6, .19 327, .35 158. .6 4 . .73 1721 5 .04 .00345 2. .49 3 . .61 .51 .223E+04 6, ,22 328, ,61 154. ,3 5 , ,52 1721 4 . .42 .00534 1. ,32 3 , .01 .49 .170E+04 <mt 6 , .26 329, ,68 94. .0 5 ,72 1721 5 .62 .00616 2. .36 2. .54 -55 .159E+04 6. .28 330, ,34 114, .8 4 . .91 1721 4 , ,29 .00323 .39 2, .17 .40 .108E+04 6. .30 330. ,33 132, .9 6 . ,53 1721 4. .32 .00401 1, ,79 1, .76 .44 . 119E+04 6, .34 331, .56 129. .0 6 . ,44 1721 4 . ,07 .00315 1. .45 1. .53 .40 .976E+03 mm 6. .39 332. ,35 133, ,8 6. .10 1721 4 . .21 .00373 3. .84 .74 .42 .735E+03 6, ,46 334 . ,95 125, ,3 4 . ,17 1721 7. ,45 -02277 3, .46 82 .97 .386E+03 m 6. .52 337, ,14 220. ,7 7. .72 1721 1. .50 .00023 .61 06 .12 . 200E-f02 6. .60 337. ,39 96, .6 5, .48 1721 6. .11 -00831 4 , ,01 .75 .63 .119E+04 mm 6. ,74 345 , ,11 132, .3 4 . .49 1721 6 . ,01 .01184 5, .18 65 .72 .104E+04 6. .34 349, ,52 129, ,4 4. .78 1721 5 . .05 -00647 7, ,07 17 .55 .411E+03 m 6, ,96 363 , ,29 41, .4 7. .29 1721 10. .82 .01933 2, .53 00 .97 -OOOE+OO 7, ,07 375, ,45 93 , ,7 4. ,45 1721 8, ,15 -02068 3 . .18 00 .96 .OOOE+00 D-5 TIME 10.94 HRS DT » 200 SECS TIME STEP 193 SECTION W.S.ELEV. PT WIDTH FT DEPTH FT Q CFS V FPS SLOPE D50 MM QS/Q 1000 PPM FR SED. YIELD TONS .iiW 5 .51 289 .30 105 .2 17 .80 16500 14 .99 .00976 2 .95 4 .14 .82 .245E+05 5 -60 295 .21 138 .2 14 .68 16500 11 .97 .00647 2 .42 3 .57 .67 .224E+05 5 .67 299 .52 83 .7 21.29 16500 18 .42 .01577 3 .40 3 .07 .99 .209E+05 5 .76 307 .43 102 .9 14 .55 16"S00' 16 .10 .01210 3 .04 2 .91 .90 .136B+05 <m 5 .84 312 .21 99 .0 14 .56 16500 17 .25 .01455 2 .81 2 .62 .98 .164E+05 5 .91 318 .37 106 .4 12 .39 16500 17 .08 .01504 1 .96 2 .77 1.00 .144E+05 5 .98 325 .52 154 .3 14 .02 16500 10 .02 .00409 2 .28 3 .52 .54 .201E+05 6 .05 326 .11 96 .3 17 .76 16500 15 .19 .00940 4 .43 3 .51 .80 .199E+05 m 6 .08 329 .51 156 .1 14 .78 16500 11 .72 .00705 3 .67 3 -61 .69 .183E+05 6 .12 331. .09 188 -3 18. .41 16500 11 .07 .00744 3. .67 3 .58 -69 .170E+05 6 .16 333 . .63 362 .4 11. .54 16500 8 .02 .00588 2. .67 3 .61 .59 .150E+05 6 .19 334 . .54 293 .9 11. .57 16500 3. .25 .00493 2 . .55 3 .35 .56 .137E+05 mt 6. .22 334, ,88 169 .7 12. ,53 16500 10. ,48 .00548 3. .64 2 .69 .61 .127E+05 6 . ,26 335, ,83 165 .7 14, ,34 16500 11. ,01 .00624 4, ,21 2. .18 .65 -llOE+05 6 . ,28 337, ,28 228 .5 14, ,08 16500 8, ,54 .00400 3 , .59 1. ,74 .52 .915E+04 6. .30 337, .91 261. .9 13 . .59 16500 3, ,30 .00432 4. .34 1. .24 .53 .669E+04 6, .34 339. .00 330, .2 14 . .33 16500 7, .37 .00392 4. 68 .88 -50 .483E+04 6, .39 339. .90 320, ,8 13. .78 16500 8 , 04 .00504 5. 56 .77 .56 .295E+04 6. .46 341. 96 372 , ,6 11. .54 16500 7. .96 .00594 2. 62 .74 .59 .265E+04 mm 6 . .52 343. 72 376, ,2 13 . 99 16500 5. 23 .00149 1. 51 .62 .32 .149S+04 6. .60 344 . 44 273, ,7 12. 57 16500 11. 01 .01161 4 . 86 42 .83 .271E+04 6. 74 351. 92 433, ,6 11-15 16500 7. 27 .00543 5. 16 34 .56 -249E+04 6. 84 354 . 71 192, .0 10 . 34 16500 13 . 40 .01396 5. 44 52 .93 .171E+04 'mm 6. 96 374-50 97. .5 18. 50 16500 17. 58 .01516 2. 53 00 1.00 .OOOE+00 7 . 07 382-00 212. .1 11. 00 16500 13 . 44 .01608 3 . 18 00 .98 .OOOE+00 ID 4a 24 SECTION 6. .96 TIME - 10.94 HRS ws = 374 .50 WIDTH 97.5 mm Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 385. .00 .00 -00 300, ,0 382.50 .00 .00 325.0 380. .00 .00 .00 350. ,0 379. .15 -00 .00 367. .5 373.30 .00 .00 385.0 377, ,50 .00 .00 402, ,5 imm 376. .70 .00 .00 420, .0 375.85 .00 .00 437.5 375, .00 .00 .00 455, ,0 367, .50 .00 .00 472, .5 360.00 .00 -00 490.0 356, ,00 .00 .00 500, .0 360. .00 .00 .00 515. .0 367.50 .00 -00 535 .0 375. .00 .00 .00 555. .0 380. 00 .00 .00 572. .5 335.00 .00 .00 590.0 ID 23 SECTION 6-84 TIME 10.94 HRS WS = 354.71 WIDTH = 192.0 DZ TDZ DZ TDZ DZ TDZ 365. .00 .00 .00 200. ,0 363 . .75 .00 -00 221. .0 362. ,50 .00 .00 242, .0 m 361. ,25 .00 .00 263. .5 360 . ,00 .00 .00 285 . ,0 358. .75 .00 .00 306, ,0 357. ,50 .00 .00 327, ,0 356. .25 .00 .00 348, ,5 355. ,00 .00 .00 370, .0 m 349. .83 - .01 - .17 400. .0 348 ,97 -.01 -.13 416. .5 348. ,07 - .01 - .23 433. .0 347, ,20 - .01 -.30 449. .5 346. .30 -.01 --40 466. .0 345 . .36 - .01 - .49 483, .0 m 344 . ,45 - .01 -.55 500. .0 344 . .36 - .01 - .64 515 , .1 349. .79 - .01 - .21 541, ,0 355. .00 .00 .00 565. ,0 357. .50 .00 .00 592. .0 360 . ,00 .00 .00 620, .0 m 360, ,60 .00 .00 642, ,5 361. .20 .00 .00 665. ,0 361, ,85 .00 .00 687. .5 362. ,50 .00 .00 710. ,0 363 . .10 .00 .00 732 , .5 363 , ,70 .00 .00 755. .0 364 . ,35 .00 .00 777. ,5 365 .00 -.00 .00 800. .0 ID 22 SECTION 6.74 TIME =. 10.94 HRS WS = 351.92 WIDTH 438-6 Z DZ TDZ Y z DZ TDZ Y Z DZ TDZ Y mm 360, ,00 .00 .00 ,0 359. .15 .00 .00 20, ,5 358: .30 .00 .00 41. .0 357, ,50 .00 .00 62. .0 356 .70 .00 .00 83 . .0 355. .85 .00 .00 104. .0 mm 355, ,00 .00 .00 125. ,0 354 .15 .00 .00 145, .5 353. .30 .00 .00 166, .0 352, ,50 .00 .00 187, ,0 351, .68 .00 - .02 208 . ,0 350, ,83 -00 --02 229. ,0 D-6 350 .00 .00 .00 250 .0 349 .36 .00 .01 272 -0 348 .72 .00 343 .13 .00 .02 316 .5 347 .52 .00 .02 339 .0 346 .37 .00 346 .21 .00 .01 383 .0 345 .62 .00 .02 405 .5 344 .99 -00 .1 f 343 .97 .00 - -03 446 .0 342 .79 -00 - .21 464 .0 341. .51 .00 340 .78 .00 - .22 500 .0 342 .76 .00 - .24 527 .0 345 .00 .00 H<I4I 347. .52 .00 .02 533. .0 349 .99 .00 - .01 611. ,0 351, ,22 .00 352. .50 .00 .00 649. .0 353. .75 .00 .00 668, ,5 355, ,00 -00 355. .60 .00 .00 708. .0 356. .20 .00 .00 723, ,0 356, ,85 .00 357. ,50 .00 .00 769, ,0 358. .10 _ .00 .00 789, .0 358. .70 .00 359. .35 .00 .00 829, .5 360, ,00 -.00 .00 850. .0 .00 .02 .02 - .01 - .49 .00 -.03 .00 .00 .00 294-0 361.0 423.0 482.0 555.0 630.0 688.0 748.5 809.0 ID •ma 21 SECTION 6. .60 TIME = 10.94 HRS WS = 344-44 WIDTH 273 .7 mm Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ mn 355 .00 .00 .00 405 .0 350.00 .00 .00 421. .0 345 . .00 .00 .00 340 .06 .00 .06 453 .6 334.91 .00 -.09 470 .0 331. ,87 -00 -.13 mm 334 . .92 .00 - .08 530. .0 337.45 .00 -.05 560. ,0 339. .99 .00 - .01 340. ,86 .00 .01 613. .0 341.72 .00 .02 636, ,0 342 . .51 .00 .01 mm 343. ,32 .00 .02 682. ,0 344.17 .00 .02 705, ,0 345 . 00 -00 .00 347. .50 .00 .00 749, .0 350.00 .00 .00 770, .0 350. 40 .00 .00 m 350. .80 .00 .00 813 , ,0 351.25 .00 .00 834. .5 351. 70 .00 -00 352 . .10 .00 .00 877, .5 352.50 .00 .00 899. .0 352 . 90 .00 .00 •mi 353. 30 .00 .00 943 , .0 353.75 .00 .00 964 . .5 354. 20 .00 .00 354 . 60 .00 .00 1008. 0 355.00 .00 .00 1030. 0 .00 437.0 500.0 590.0 659.0 723.0 791.5 856-0 921.0 986.0 ID 20 SECTION 6. .52 TIME 10.94 HRS WS = 343 .72 WIDTH -376.2 MM z DZ TDZ Y z DZ TDZ Y Z DZ TDZ Y 355 .00 .00 .00 180 .0 354 .00 .00 .00 202 .5 353 . .00 .00 .00 225 . 0 ••It 345 .00 .00 .00 240 .0 342 .34 -- .01 -.16 266 .9 339. ,36 .00 - .14 295 .0 339 .07 .00 - .08 316. .5 338 .22 .00 - .08 338 .0 337. ,42 .00 - .08 359 .5 m0 336. ,58 .00 - .12 381. .0 335 .72 .00 - .13 403. .0 334, ,87 .00 -.13 425 .0 329. ,91 .00 -.09 435. ,0 329 .73 .00 .73 450. .0 329, ,91 .00 - .09 460. .0 329. .73 -00 .73 430, .0 329 .73 .00 1.73 500 . .0 329, .73 .00 .73 525. .0 329. .97 -00 - .03 550, ,0 332 .39 .00 -.11 567. .5 334. 65 .00 - .35 585, ,2 339. 86 .00 -.14 595, .0 342 .34 -• .01 - .16 617, ,6 345. 00 .00 .00 640. .0 350. 00 .00 .00 650. .0 350 .60 .00 .00 670, .5 351. 20 .00 .00 691, .0 351. 85 .00 .00 711. .5 352 .50 .00 .00 732. .0 353. 10 .00 .00 752, 5 353 . 70 .00 .00 773. .0 354 .35 .00 .00 794. 0 355. 00 .00 .00 815. .0 ID 19 SECTION 6. .46 TIME = 10.94 HRS WS = 341.96 WIDTH 372 .6 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 350. ,00 .00 .00 195. .0 347.50 .00 .00 211.0 345. .00 .00 .00 227 .0 342. .50 .00 .00 243 . .5 340.18 -01 .18 260.1 339. .37 .00 .02 281 .5 338 . .71 -00 .01 303 . ,0 338.11 .00 .01 325.0 337. .52 .00 .02 347 .0 336. .86 .00 .01 369. ,0 336.20 .00 .00 391.0 335 . .59 -00 - .01 413 .0 334 . ,97 .00 - .03 435. ,0 331.36 • -.01 - .64 450.0 334 . .95 .00 -.05 470 .0 333 . ,05 - .01 -.45 500. .0 330.41 • -.01 -1.59 530.0 333 . ,12 .00 -.38 546 .0 334. .99 .00 - .01 562. .0 340-03 .00 .03 535.0 341. .29 .00 .04 607. .5 342 . .50 .00 .00 630. ,0 343.75 .00 .00 652 .5 345. .00 .00 .00 675. .0 350. ,00 .00 .00 695, ,0 ID 13 SECTION 6. 39 TIME => 10.94 HRS WS » 339.90 WIDTH = 320.8 Z DZ TDZ Y Z DZ TDZ Y Z OZ TDZ Y 342, ,00 .00 .00 296. .0 339.50 .01 .12 324 .3 336. 78 .00 .03 352, ,5 333, ,96 .00 - .16 380, .7 331.06 .00 - .44 408 .8 330. .67 .00 - .23 423, ,9 330. .06 -00 -.24 449. .0 329.08 - .01 - .62 469.0 327. .74 - .01 .04 470, 9 326, .14 - .01 .04 488. .0 326.12 • - .01 1.32 508.0 326. .12 - .01 - .28 511, .1 D-7 329 .64 - .01 - .66 519 .3 333 .00 .00 --20 537 .1 335 .31 .00 337 .69 .00 - .01 581 .0 338 .34 .00 .04 605 .0 339 .12 . 00 'If 339 .37 .02 .07 640 .0 341 .70 .00 .00 661 .0 343 .60 .00 <•! ID m 17 SECTION 6 .34 TIME = 10.94 HRS WS = 339.00 WIDTH = 330.2 Z DZ TDZ y Z DZ TDZ Y Z DZ 346. ,00 .00 .00 275 .0 344 .00 .00 -00 295. .0 342. .00 . 00 340, ,00 .00 .00 327, .0 337. .67 - .02 - .33 344 . 8 335, .55 .00 334 , ,74 .00 -.26 382, ,4 333 . .69 .00 - .31 397. 9 332 . .59 .00 •m 330, .82 .00 -.63 441. .8 329, ,39 .00 -1-01 463. 7 327. .12 .00 326. .59 .00 - .11 474 . .0 324. .67 .00 -.13 480. 0 325. 29 .00 m 326. .71 .00 - .69 511. .0 326. .59 .00 - .51 537. 0 328 . 39 .00 330. 14 .00 - .86 560. 8 331. .97 .00 - .63 581. 2 335. 56 .00 337. 88 .00 -.12 636. 1 338. .28 • • .02 -.22 645. 0 338. 28 --02 339. 30 .00 .00 671. 0 342. 80 .00 .00 681-0 344. 10 .00 •m 344 . 60 .00 .00 722. 5 345 . 10 .00 .00 74 0. 0 345. 40 .00 ID 16 SECTION 6. 30 TIME = 10.94 HRS WS = 337.91 WIDTH 261.9 m Z D2 TDZ Y Z DZ TDZ Y Z DZ -.14 559.0 .07 622.5 •00 691.0 TDZ Y •00 313.0 -•45 366.8 --41 418.9 -1.33 472.9 -•61 502.0 •1.01 540.2 -.44 608.2 -.22 651.1 .00 705.0 .00 744.0 TDZ mm 339 .00 .00 .00 433 .0 326 .41 - .06 -2.49 459 .0 326 .01 - .01 -1.09 482. , 0 324. .33 - .02 -1.37 487 .0 324 .31 - .02 - .89 497. .0 325. .12 -.02 -1-38 500. . 0 mm 326 ,53 -.01 -.97 512. .0 326 . ,30 -.01 -.35 527. ,5 327, .09 - .01 - .71 543, ,0 329. ,15 - .01 - .05 563 .7 330. .33 - .01 -.63 591. .0 332 . ,24 .00 - .48 617, . 8 — 333. ,95 .00 - .53 644. .7 335, ,25 - .04 - .99 671. .8 338 , ,00 .00 .00 698. , 0 339, ,77 .00 .00 720 . .0 341, ,53 .00 .00 742. .0 343 , ,30 .00 .00 764. ,0 mm 344 , .65 .00 .00 782. .0 346, .00 .00 .00 800. .0 .00 764. ID 15 SECTION 6. .28 TIME = 10.94 HRS HS = 337.28 WIDTH 228.5 Z DZ TDZ Y Z OZ TOZ Y Z OZ TDZ Y 350. .00 .00 .00 420 .0 337.12 • -.11 -2.83 439.9 325 . .49 -.03 -4.51 456 .1 324 .69 -.03 -2.51 469. .3 323.43 • • .03 -1.48 478.0 323 . ,17 - .04 -.03 498 .0 324. .37 - .03 -1.53 506. .0 325.00 -• .03 -1.40 511.0 323 . ,97 - .03 -1.43 520. .0 325. .54 - .03 -1.16 535 . ,0 326.01 -.02 -1.49 547.0 326. .11 -.02 -1.99 555. .6 326. .96 - .02 -3 .04 569. .2 331.04 • -.01 -.96 581.3 332 . .13 -.01 - .82 598, ,3 333 . .19 - .01 --81 615. .4 333.93 .00 -1.07 634.1 334. .06 - .11 -1.94 653, .1 338. .00 .00 .00 672. .0 340.00 .00 .00 685.0 341. .00 .00 .00 707. . 5 342 . .00 -00 .00 730 , .0 343 .00 .00 .00 746.0 344. .00 .00 .00 762. .0 ID mm 14 SECTION 6. 26 TIME 10 .94 HRS WS = 335.88 WIDTH = 331.5 Z OZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y m 340 .00 .00 -00 340. .0 331 . 99 .01 1.99 363 . , 7 330 .04 .05 -24 369. .1 323. .67 - .05 - .93 376. .2 328 .60 • -.05 -.60 384. ,7 327 .73 - .05 -1.07 392 ,5 mm 326 .68 --06 -1.82 400. .1 325 .89 - .06 -2.21 408. .1 324 .97 - .07 -2.73 417, ,0 325. .03 -.07 -2.77 426. .0 325 .32 -- .07 -2.68 436, ,0 325 .43 - .07 -2.67 446 . .0 •m 322 . ,99 - .08 -3.91 454 . .0 321 .50 • - .04 -4.20 463, ,0 321 .50 -.04 -4 .20 471. .0 321. .60 - .05 -4.20 430 ,0 321 .65 • - .05 -4.15 488. .0 321. .81 - .05 -4 .09 497. ,0 321. ,87 - .05 -4.03 506. ,0 322 .02 • -.05 -3 .98 515. .0 322 . .27 - .06 -3.83 525, .0 322. ,40 - .06 -3 .70 535. .0 324 .68 • -.06 -1.52 545. .0 326, ,32 - .06 -1.58 549. .5 tm 328. ,77 - .05 - .33 558. .7 328 .99 -• .05 -1.01 569. 0 329, ,02 -.04 - .98 577. 0 329, ,05 - .04 -.95 585, ,0 329 .08 -- .04 - .92 593. 0 329, ,12 -.04 - .88 602. 0 329, .15 - .04 - .85 610. .0 329 .18 - .04 - .82 619. .0 329, .21 - .04 -.79 627. 0 329, ,24 - .04 - .76 636. ,0 329 .28 • • .04 - .72 645 . 0 329. .31 -.04 - .69 654. 0 329, ,35 -.03 -.65 663. .0 331 .40 .09 1.40 671. 1 333. .77 .09 2.27 676. 9 335.39 .02 2.39 631, .4 340 .00 .00 .00 700. 0 ID D-8 13 SECTION 6. .22 TIME 10.94 HRS WS = 334.88 WIDTH 339.4 Z DZ TDZ Y z DZ TDZ Y Z DZ TDZ Y 340 .00 .00 .00 365 .0 331 .00 .00 .00 383 .0 329 .37 .00 -1 .33 389 . 4 327 .85 .00 -2 .55 395 .6 325 .06 .00 2 .46 404 .0 323. .23 .00 .83 413 .0 < •« 322 .33 - .03 .03 422. .0 322 .32 - .03 .22 431 .0 322. .40 - .03 -1 .20 439 .0 < •« 322 .99 - .04 -2 .01 447. .1 324 .53 • -.05 -1 .97 " 455 .1 324 . ,87 -.05 -1 .73 462. . 0 1 M 325. .03 -.05 -1. .67 470. ,0 325 .19 '-• -.05 -1 .61 477 .0 325, ,37 -.05 -1 .53 485, .0 1 M 325 . .40 - .05 -1. .50 493. .0 325 .28 • • .05 -1. .52 501. .0 325, ,31 - .05 -1. .49 509, , 0 325 . ,21 - .05 -1. .49 517, ,0 325 .26 • • .05 -1. .44 525. ,0 324 , .83 -.05 -1. .67 532. , 9 •m 324 . ,67 - .05 -1. ,53 540, .9 324 .50 --.05 -1. .50 549. ,0 324. .18 -.05 -1. ,52 557. 0 324. .03 - .05 -1, ,47 566. .0 324. .28 . -.04 -1. .42 575. .0 324. .46 - .04 -1, .34 585. 0 i«t 324, ,72 - .04 -1, .28 595. 0 324 .98 • -.04 -1, ,22 604, .0 325. .17 - .04 -1. .23 613 . 1 325, .52 -.04 -1. .08 622. 0 325 . .80 -• .03 -1, ,00 631, .0 326. 05 - .03 _ 95 639-0 326. .22 - .03 -1, ,08 647. 0 326. ,23 -• .03 -1. .27 656. .3 326-27 -.03 -1. .53 664. 3 326 . .28 -.03 -1. .72 673 . 0 326, ,31 --.03 -1, ,39 630. .6 326. 33 - .03 -1. 02 688. 9 m 327. 10 .00 .00 699. 0 340, .00 .00 .00 725. .0 688. ID 12 SECTION 6. ,19 TIME 10.94 HRS WS = 334 .54 WIDTH = 293.9 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 348 . ,00 .00 .00 391 .0 341 .00 -00 .00 413.0 331. .70 - .15 -1.75 430 .9 323 . .01 .00 -2.89 448 .7 322 .96 .00 -1.64 476.0 324 .04 .00 1.34 479. ,0 324, ,34 -00 .14 491. .0 325 .83 .00 .68 499.0 324 ,31 -00 .51 520. ,0 326. .34 -00 .94 527. .9 327 .37 .00 .97 557.0 327. .76 .00 1.01 580, ,0 328 , .07 .00 .97 603 . ,0 328 .07 .00 .88 604.1 328. ,53 .00 .53 612. .2 329. .24 .00 .24 536. .3 329 .39 -00 - .51 660.7 330. ,12 .00 -1.38 685. .3 332. .72 - .15 -1.23 705 , ,3 336 .00 .00 .00 732.0 338 , ,00 .00 .00 760. .0 ID 11 SECTION 6, .16 TIME = 10.94 HRS WS = 333.63 WIDTH = 362.4 z DZ TDZ Y Z DZ TOZ Y Z DZ TDZ Y 346 .00 .00 .00 367. .0 339 .00 .00 .00 388.5 331. .30 .00 - .70 409 .6 332 .15 .00 - .35 414. .0 322 .08 - .02 -2 .92 440.4 322 .44 - .02 -1.76 465 .9 322. .36 - .02 - .74 481. ,4 322 .19 -- .02 .19 497.0 322. ,15 - .02 .35 503 ,0 322 . .19 - .02 .59 509. ,0 322 .19 • --02 - .01 510.0 322, ,23 --02 -.17 516. ,1 324 . .81 - .01 .41 521. ,1 324 .84 -• .01 - .36 534.0 327. ,74 - .01 .74 556. ,0 327. .73 -.01 .78 571. .5 327 .76 - .01 .86 587.0 327. .76 - .01 .66 601, ,1 327. .97 -.01 .27 612. .3 328 .57 .00 - .73 641.0 328. .59 .00 -1.01 644, ,9 331. .66 .00 - .34 671. 2 332. .27 .00 -.23 700.1 332. .88 .00 -.12 729, .1 333. ,50 .00 .00 758. .0 334 .00 .00 .00 787.0 ID 10 SECTION 6.12 TIME = 10.94 HRS WS = 331.09 WIDTH = 188.3 DZ TOZ DZ TOZ DZ TDZ 344 .00 .00 .00 336. ,0 337. ,00 .00 .00 359. .0 331. .09 .00 1. .09 382 .6 mm 329 .46 .00 2 .56 404 . .1 325 . ,05 .00 1. .25 424 .0 323 .13 .00 .37 428 .2 321 .61 .00 -1 .39 448. ,8 321. ,28 .00 -1. .32 463 .3 317 .90 .00 -3 .80 478 .9 •m 313 . .57 .00 -7 .33 496. ,0 312. .69 .01 -7, ,11 503 .0 312. .30 .00 -7. .20 510 .0 313. .54 .00 -7 .56 512. ,0 318. .43 .00 -2 . ,22 513. .8 323 .43 .00 -1. ,97 525. .6 -326 342 .50 .00 .00 .00 -.40 .00 543 . 598. .0 ,0 330. .29 .00 3 . ,39 554 . .9 331. .09 .00 .09 570. .9 ID 9 SECTION 6.08 TIME 10.94 HRS WS 329.51 WIDTH =« 156.1 DZ TDZ DZ TDZ DZ TDZ 340.00 .00 .00 398.0 330.00 .00 319.53 -00 -1.47 450-2 319.57 .00 314.72 .00 -2.18 467.0 314.72 .00 .00 411.0 .07 454.3 -2.28 472.0 319.71 314-72 314.72 .00 .00 .00 -2.99 -4.33 -4.78 437-7 465.3 477.0 D-9 314. .72 .00 -4 .68 480. .0 315. .11 .00 -2.69 482 .0 317 .31 .00 - .09 486 .0 317. . 94 .00 -1, ,16 486. .2 320. .47 .00 .47 508 .0 320 .26 .00 1.46 509 . 2 l« 320 ,40 .00 1. ,80 519, .2 320. ,52 .00 .42 523. .0 320 .60 .00 .90 536. .8 321. .20 .00 1, ,80 547. .4 325, ,42 .00 -1-53 562 .7 330. .67 .00 -1.33 570. . 0 333 . .80 .00 .00 577, .0 333 , .80 -00 .00 592 . .0 338 .90 .00 .00 614. , 0 344, .00 .00 .00 636. .0 .00 614. ID 8 SECTION 6, ,05 TIME = 10.94 HRS WS = 326.11 WIDTH = 96.3 Z DZ TDZ Y Z OZ TDZ Y Z OZ TDZ Y 338. ,00 .00 .00 424. .0 330.00 .00 .00 441.0 326. .76 .00 -1.14 448 . . 0 317. .55 - .05 -1-15 462. .4 314.67 • - .01 .07 466.2 308 . ,34 - .01 -3.76 474, . 9 308. ,27 - .13 -3.93 481, ,0 308.61 --13 -4-99 485.0 310. .75 -.14 -2.55 511, . 0 317. .46 .20 3.16 525. .4 330.40 .00 .00 555.0 328. .83 .00 -2.27 553 . . 0 328. .10 .00 .70 559, .0 328.00 .00 .00 571.0 327. .80 .00 .00 590. 0 327. .90 .00 .00 606, .5 328.00 .00 .00 623.0 340. 00 .00 .00 644. .0 ID 7 SECTION 5. .98 TIME = 10.94 HRS WS => 325.52 WIDTH 154.3 mm Z OZ TDZ Y Z DZ TDZ Y Z DZ TOZ Y 350 .00 -00 .00 330 .0 345.00 .00 .00 347.0 340 .00 .00 .00 364 -0 mm 335 .00 -00 .00 381 .0 330.00 .00 .00 398.0 324. .21 - .15 _ .79 414 . 5 317. .46 .04 -2.54 433 .2 313.67 .05 -1-33 453.8 311. ,55 .06 1 .55 471 .3 mm 311. .55 .06 3.05 486 .9 311.55 .06 4.55 500.0 311. .55 .06 3 .05 511 .1 311. .55 .06 1.55 527 .5 314.32 .05 -3 .13 545.3 324. ,21 - .15 .79 563. . 5 mm 333 . .30 .00 -00 580 .0 341.70 .00 .00 597.0 350. .00 .00 .00 615. .0 mm ID 6 SECTION 5-91 TIME = 10.94 HRS WS = 318-87 WIDTH = 106.4 Z DZ TOZ Y Z DZ TOZ Y Z OZ TDZ Y mm 350. .00 .00 .00 348. .0 341.70 .00 .00 363.0 333. 30 -00 ,00 389. 0 325. .00 .00 .00 410. 0 320.00 .00 .00 430 .0 318. 85 .17 3 . .85 447. 2 mm 310. 56 - .01 .56 460. 0 307.14 -• .02 2.14 473.7 306. 61 - .02 2. 61 487. 0 306. 45 - .03 3 .45 500. 0 306.83 -• .02 1.88 521.4 311. 91 .13 1. .91 536-2 mm 318. 99 .00 1.49 551. 1 325.00 .00 .00 567.0 333-30 .00 .00 531. 0 341. 70 .00 .00 596. 0 350.00 -00 .00 611.0 ID mm 5 SECTION 5. 84 TIME = 10.94 HRS WS = 312.21 WIDTH =3 99.0 ™ Z DZ TDZ Y Z DZ TDZ Y Z DZ TOZ Y mm 337. . 00 .00 .00 370 , ,0 331.00 -00 . 00 385.0 325. .00 .00 .00 400 . .0 . 318 . .30 .00 .00 417. .0 312.21 .03 .51 434.3 307. ,07 - .01 2.07 453 . ,5 •m 299. .01 - .03 -3 .49 468, .2 298.03 • - .04 -1.97 487.5 297, .63 - .03 -1.37 500. ,0 298. .81 .05 -1-19 514 . .6 311.92 .01 - .58 532-7 325 . .00 .00 .00 553 . .0 337 . .00 .00 .00 570. .0 ID 4 SECTION DZ 5.76 TIME = 10.94 HRS WS =- 307.43 WIDTH a 102-9 TOZ Y Z DZ TDZ Y Z DZ TDZ mm 337. .00 .00 .00 350 .0 3*33 .00 .00 .00 370 .0 329 ,00 .00 .00 390 .0 325 . .00 -00 .00 410. .0 316. .70 .00 .00 425 .0 307. ,47 --07 - .83 440 .0 297. ,87 - .02 -2 .13 453. .3 297. .75 -03 .25 466 .4 295. ,70 .04 -71 479. .1 292. .93 .04 -1 .07 490. .9 292. .93 .04 -.07 500. .0 296. ,01 .04 1.01 515 .7 298. 337 .52 .00 .01 .00 -1 .48 .00 530. 585. .9 ,0 310. .98 --05 -1.52 548. .0 324, ,77 - .05 -.23 567. .0 ID 3 SECTION S.67 TIME = 10.94 HRS WS 299.52 WIDTH 33.7 D-10 z DZ TOZ Y z 02 TDZ Y z OZ TDZ Y 350 .00 .00 .00 373 . .0 336 .27 .00 -1.23 336. ,0 326 . .11 -00 1.11 400. ,0 316. .70 .00 .00 416. ,0 308. .30 .00 .00 432 . ,0 300 . ,00 .00 .00 448 . . 0 297, ,32 - .04 2.32 465. ,8 287. .79 .03 -2 .21 478. ,7 281. ,22 .03 -3.78 487. .3 278. .10 - .12 -5.90 500. .0 234 . .42 .01 - .58 513 , 9 288. .84 - .05 -1.16 520. ,0 299, .62 .00 - .38 535. .0 311, ,97 .00 - .53 552. 0 325 . .00 .00 .00 570 . 0 333 . 30 .00 -00 586. .0 341, ,70 .00 .00 603. 0 350 , .00 .00 .00 620. 0 ID 2 SECTION 5. .60 TIME = 10.94 HRS WS = 295.21 WIDTH = 138.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TOZ Y mm 325. .00 .00 .00 365 .0 312.50 .00 .00 384.0 300. .00 .00. .00 403, .0 293 . ,11 - .13 -1.89 413 .3 287.31 .01 -2 .19 423 .0 287. .62 .01 .12 435. ,7 mm 285. .42 .01 .42 447. .4 283.72 .01 .42 461.2 283, .33 -01 1.68 476, ,7 280, ,55 .01 .55 490. .1 280 .55 .01 .55 502.8 233 , .18 .01 .68 516 . .4 •mm 285. .17 .01 .17 531. ,4 291.31 .02 -1.19 543 .3 297. .69 - .04 -2.31 552. .0 312. 21 --04 - .29 572. ,0 325.00 .00 .00 593 .0 552. TIME = 13.55 HRS DT = 200 SECS TIME STEP = 240 SECTION W.S.ELEV. PT WIDTH FT DEPTH FT Q CPS V FPS SLOPE 05 0 MM QS/Q 1000 PPM FR SED. YIELD TONS 5 .51 231 .42 66 .2 9 .42 4831 12 .77 .01534 3 .13 5 .22 .94 .339E+05 5 .60 237 .82 110 .1 7 .43 4881 11 .24 .01893 3 .21 5 .85 1.00 .313E+05 5 .67 292 .95 55 .1 12 .28 4381 11 .30 .00871 2 .19 4 .26 .71 .287E+05 5 .76 300 .15 73 .4 9 .48 4381 12 .70 -01706 2 .77 6 .58 .98 .26SE+05 mm 5 .84 305 .45 72 .3 7 .02 4831 12 .80 .01733 2 .68 4 .77 .98 .242E+05 5 .91 313 .50 66 .8 7 .38 4881 13 .22 .01741 2 .17 2 .11 .99 .219E+05 5 -98 319 .36 135 -4 7 .16 4881 6 .88 . 00484 2 .79 1 .96 .53 .305E+05 6 .05 320 .86 83 .9 8 .33 4881 8. .79 .00603 3 .54 2 .96 -60 .295E+05 6 .03 322 .23 107 .6 10 .48 4881 9 .26 .00990 4. .75 2 .33 -74 .2a5E+05 6 .12 324 .22 127 .5 9 .26 4881 3. .58 .00953 4 . .92 I .84 .72 .264B+05 6 .16 326. .17 120 .3 6. .66 4831 8 . .86 .00968 5 . .13 1. .40 .73 .239E+05 6 .19 328. .32 178. .2 6. .85 4881 7. ,78 .01052 5. ,22 1. .24 -73 .204E+05 6. .22 329. .83 158. .6 7 , .76 4881 6. .05 .00395 4, ,19 .80 .47 .170E+05 mm 6. .26 330. ,67 149. .9 9, ,37 4381 6. .58 .00487 4. .58 ,78 .52 .148E+05 6. .23 331, ,12 139. .3 7. .35 4881 6. .37 .00395 4 . .36 ,69 -43 .126B+05 ™« 6. .30 331, .69 161. .2 8, ,11 4881 6, ,95 .00634 5 . .18 ,72 .59 .955E+04 6. .34 333 , ,00 179. .2 8. .05 4881 6 , .60 .00611 5. .55 .63 .57 .723E+04 mm 6. .39 334 . .40 177, ,4 8. .37 4881 6, .34 .00527 5. .96 .49 .54 .501E+04 6 . .46 337, .05 211. ,2 7. .13 4881 7. .44 .01131 3 . .03 .40 .74 .442E+04 •mm 6. .52 339. 13 279, ,7 9. .04 4381 3 . 05 .00085 1. .91 .04 -22 .232B+04 6. .60 339. 74 131. . 7 7. .80 4381 8. 80 . 01053 4 . 34 .40 -75 .418B+04 mm 6, .74 346. 38 193 , ,7 5 . 90 4881 9 . 31 .02110 5. 40 . 71 1-00 .418B+04 6. .84 352. 02 165 . .0 7. .35 4881 6. 23 . 00451 6 . 07 .12 .50 .257E+04 6. .96 367. 18 60 . .9 11. 18 4881 13 . 62 .01743 2 . 53 .00 -99 .OOOE+00 7. .07 377. 73 137. 3 6. .73 4881 10. 29 .01373 3 . 18 00 .98 . OOOE+OO TIME = 20.22 HRS DT = 200 SECS TIME STEP = 360 SECTION W-S.ELEV. PT WIDTH FT DEPTH PT Q CPS V FPS SLOPE D50 MM QS/Q 1000 PPM FR SED- YIELD TONS 5. ,51 278. .67 53 .2 6. .67 2487 11. .42 .01920 3 .81 2 . ,82 1.00 .431E+05 5. .60 286. .10 78 .6 8. .31 2487 7. .55 .00803 3 .30 .70 .65 .401E+05 5. .67 289. .78 49 .9 6. .32 2487 10. .88 .01529 3 .44 2 . .36 .90 .366E+05 5. .76 296. .61 45. .2 3. .92 2487 10. .96 .01445 3 .23 1. ,47 .86 .337E+05 5. ,84 301. ,91 49 .9 7. .87 2487 11. .62 .01904 2 .97 1, ,61 .99 .304B+05 5, ,91 311. ,13 45. .0 7. .45 2487 12. ,00 .01891 2. .87 1, ,54 .98 .272E+05 5. ,98 314 . .03 89. .2 4 . ,03 2487 9. .58 .02049 5 . .66 1, ,99 .99 .367E+05 6. .05 318 . .70 81. .1 5 .50 2487 6. .65 .00551 4 . ,92 .75 -55 . 32aE+05 6. ,08 319. .87 82. .6 7 . ,55 2487 7. ,73 .00926 5 . ,36 1, ,10 .69 .314E+05 6. ,12 321, ,42 70. .2 7. ,45 2487 3. ,05 -00370 5 . ,32 1. ,05 .63 .291E+05 6. .16 323 , ,46 82. ,6 5. ,78 2487 8. .13 .01086 5. ,45 1, ,10 .74 .264B+05 D-U 6 .19 325 .42 86 .7 5 .83 2487 7 .59 .00932 5 .32 1.03 .69 .229E+05 6 . 22 327 .33 151 .1 5 .50 2487 5 .76 .00762 5 .07 .92 .60 .189E+05 6 . 26 328. .71 144 .3 6 .51 2437 5 .25 -00533 4 -82 .71 .51 .165E+05 6 . 23 329 ,16 131 .1 5 .11 2487 5 .31 .00432 4 .81 .66 .49 . 140E+05 6 . , 30 329. .80 122 .6 6. .45 2437 5. .64 .00539 5 -22 .64 .52 .lllE+05 6. . 34 330. ,92 130 .6 6 . .19 2487 5, ,76 .00627 5 .70 .65 .56 .875E+04 6 . .39 332, ,43 146. .1 6, ,03 2437 5, ,43 .00597 6 .08 .60 .54 . 639E+04 6, ,46 335, .25 143. ,7 6, .02 2487 6, .56 .01103 2 .84 .49 .71 .565E+04 6. .52 337. .05 223, ,9 6. .56 2487 ' 2. .41 -00071 2 . ,59 .18 .20 .278E+04 6, ,60 337. ,72 96. .8 5. .93 2437 7. .38 .01194 4 . ,75 .39 .77 -547E+04 6. ,74 345. .82 167. .6 5. .73 2487 5. .62 .00796 4. .96 .24 .61 .575E+04 6 , 84 349. .43 137, .0 5. 70 2487 5. 92 .00728 5, .44 .21 .60 .353B+04 6. 96 364. .41 47. .0 a. 41 2487 11. 91 .01936 2 , ,53 .00 1-00 . OOOE+00 7. 07 376. 10 106. .0 5-10 2487 9. 02 -02102 3. 18 .00 .99 .OOOE+OO ma TIME = 40.22 HRS DT 200 SECS TIME STEP = 720 mm SECTION W.S. ELEV. WIDTH DEPTH Q V SLOPE D50 QS/Q FR SED. YIELD PT PT FT CFS FPS MM 1000 PPM TONS 5 .51 278 .11 50 .6 6 .11 1869 9 .90 .01626 3.62 3.24 .90 .526E+05 mm 5 -60 284 .36 69 .5 7 .12 1869 6 .88 .00733 3 .51 -41 .61 .477E+05 5 .67 238 -08 42 .4 6 .50 1869 10 -77 .01761 3.48 1-88 .94 .426E+05 5 -76 295 .24 37 .4 10 .35 1369 9 -91 .01247 3-29 -59 .73 -392E+05 5 .84 300 .62 40 - 7 9 -41 1869 10 -28 .01510 3-08 .85 .86 .355E+05 S .91 309 .92 35 .0 9 .90 1869 11 .36 .02104 2.83 .91 .99 .321E+05 Ml 5 .98 315 .26 107 .8 6 .63 1869 4 .29 .00267 5.32 .60 .38 .417E+05 6 .05 316 .67 74 .4 4 .56 1869 7 .41 .01017 5 .66 .87 .71 .367E+05 MM 6 .08 318 .51 61 .8 6 .46 1369 7 .90 .00994 5.74 .69 .71 .348E+05 6 .12 320 .23 58 .2 6 -02 1869 8 .11 .01013 5-70 -68 .72 .324B+0S mm 6 .16 322 .58 71. .3 5 .96 1869 7 .44 .00987 5.60 .69 .70 .297B+05 6 .19 324 .41 79. .9 6 .38 1869 6 .93 .00920 5.49 .66 .67 .261E+05 •ma 6. ,22 326 .25 138 . .8 6 .39 1369 5. .47 .00340 5 .30 .53 -61 .219E+05 6. ,26 327. .85 144. .5 4 .20 1869 5. .09 .00692 5.13 .54 .56 .183E+05 mm 6. .23 328 . .44 130. .4 3 .39 1869 5. .13 .00623 5 .05 .50 .54 .162E+05 6. ,30 329. ,26 124, ,0 3 .37 1869 5 . ,13 .00579 5.20 .48 .53 .132E+05 6, ,34 330. ,40 125, .2 4. .58 1869 5. .10 .00575 5.49 .48 -53 .109E+05 6, .39 331, ,77 138 . 4 5. .43 1869 4. ,80 .00539 5.78 .46 .50 . 354B+04 6. 46 334 . .21 114. .7 6. ,93 1869 6. ,07 .00930 2.54 .37 .65 .741E+04 6. 52 335. 96 196. 5 4, ,91 1869 2, .55 .00104 3 .32 .15 .23 .340B+04 6-60 336. 95 85. 1 6, ,00 1369 7. .40 .01194 3.67 .39 .76 .745E+04 6 . 74 344 . 86 126. 0 5. .30 1869 5. .58 .00779 4-25 .20 .60 .756E+04 5. 84 348. 53 117. 1 5 , .22 1869 5. .67 .00748 5.52 .21 -60 .424E+04 <••# 6. 96 363 . 50 42. 5 7. .50 1869 11. .13 .01963 2 .53 .00 .99 .OOOE+OO 7. 07 375. 75 99. 5 4. .75 1869 7. 77 .01716 3 .18 .00 .88 .OOOE+00 TIME 45.05 HRS SECTION W.S.ELEV. FT DT = 200 SECS TIME STEP = 807 SLOPE WIDTH DEPTH PT FT Q CFS V PPS D50 MM QS/Q 1000 PPM FR SED. YIELD TONS m 5. .51 273. .03 50 .2 6 .03 1835 9. .94 .01672 3 .66 2 .98 .91 .547B+05 5. .60 234 .21 69 .8 7 .01 1835 6. .64 .00672 3 .53 .37 .59 .493E+05 mm 5 . .67 287. .85 41. .2 6 .59 1835 11. .11 .01934 3 . .49 1 .58 .98 .438B+05 5 . ,76 294 . .15 33 .4 9 .50 1835 12. ,09 .02152 3 .27 1 .18 1.00 . 402E+05 5 . .84 300. .05 38. .2 8. .80 1835 11. .39 .02000 3 .04 1 .38 .98 . 364E+05 5. ,91 309. .82 34. .8 9 .77 1835 11. .81 .02101 2 .79 .98 -98 .330E+05 5. ,98 315. .15 108. .2 6 .73 1335 4 . ,27 .00270 5. .35 .61 .33 .426B+05 Ml 6. ,05 316. .58 74. .5 4 .55 1835 7. ,36 .01021 5. .62 .91 -71 .375E+05 6. .08 318. .41 60 .1 6 .48 1835 7. ,91 .00994 5 .73 .69 .71 .355B+05 6 . ,12 320 .19 57. .3 6 .13 1835 8. ,13 .01027 5. .70 .69 .72 .331E+05 6. .16 322. .52 71. .2 5 .95 1835 7. .38 .00976 5. .58 .63 -70 .304E+05 mm 6. .19 324 ,33 79. ,5 6. .36 1335 6. .94 .00921 5. ,48 .66 .67 .268E+05 6, .22 326. ,15 137, .7 6. ,47 1335 5. ,46 .00848 5 . .29 .63 .62 .225E+05 mm 6. .26 327. ,74 144 . .2 4 . .18 1835 5. .13 .00727 5 . .14 ,56 .57 .1945+05 6 .28 328. ,36 130. ,4 3 . ,24 1835 5. .14 .00641 5, ,05 ,51 -55 .167E+05 mm 6. ,30 329. .20 125. .8 3. ,75 1835 5, ,06 -00580 5. ,17 .48 .53 .137E+05 6. .34 330, .34 125. .4 4. .46 1835 5, .07 .00580 5, ,47 ,48 .53 .114E+05 D-12 6 .39 331 .71 138 .7 5 .31 1835 4 .75 .00532 5 .75 .45 .50 .900E+04 6 .46 334 .08 111 .7 7. .18 1835 6 .01 .00889 2 .50 .35 .64 .777E+04 6. .52 335 .85 194. .8 4 . .71 1835 2 .63 .00117 3 . .48 .14 .24 -354E+04 6. ,60 336. ,91 84. .1 6. ,13 1835 7. .30 .01150 3 . ,60 .35 -74 .781E+04 6, .74 344. .76 123. ,5 5. .24 1835 5. ,65 .00807 4, ,22 .21 .61 .786B+04 6 , .84 348. ,46 116: .0 5, .26 1835 5. .60 .00727 5, .52 .20 -59 .443E+04 6. .96 363 . .49 42. .5 7, .49 1835 10, .93 .01901 2 . .53 .00 .97 .OOOE+00 7. .07 375. .63 98. .1 4. .68 1835 7. .86 -01795 3. .18 .00 .90 .OOOE+OO ID 24 SECTION 6. .96 TIME = 45.05 HRS NS = 363 .49 WIDTH 42.5 tm Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 335 . ,00 .00 .00 300. .0 382.50 .00 .00 325 .0 380. .00 .00 .00 350. , 0 •mm 379, .15 .00 .00 367. .5 378.30 .00 .00 385.0 377. .50 .00 .00 402, ,5 376. .70 .00 .00 420. ,0 375.85 .00 .00 437.5 375 , .00 .00 .00 455. .0 mm 367. .50 .00 .00 472, ,5 360.00 .00 .00 490.0 356. 00 .00 .00 500. . 0 360. .00 .00 .00 515, ,0 367.50 .00 .00 535.0 375. 00 .00 .00 555. .0 •wm 380. .00 .00 .00 572. .5 385.00 -00 .00 590.0 .00 555. ID 23 SECTION 6, .84 TIME = 45.05 HRS WS = 348.46 WIDTH 116.0 ma Z DZ TOZ Y Z OZ TOZ Y Z DZ TDZ Y •mm 365 .00 .00 -00 200 .0 363.75 .00 -00 221.0 362 .50 .00 .00 242. . 0 361. .25 .00 .00 263 . .5 360.00 .00 .00 285 .0 353. .75 .00 .00 306. .0 357. .50 .00 .00 327. ,0 356.25 .00 .00 348.5 355. .00 .00 .00 370. .0 349. .61 .00 - .39 399. .9 348.75 .00 - .40 416.5 347. ,64 .00 - .66 432, .9 mm 346 . ,77 .00 - .73 449. .5 345.72 .00 - .98 466.0 344, ,62 .00 -1.23 483 , . 0 343. .47 .00 -1.53 500, .0 343.20 -00 -1.80 515.2 349, ,50 .00 - .50 541. . 1 •••m 355, ,00 .00 .00 565. .0 357.50 .00 .00 592.0 360, .00 .00 .00 620. .0 360. .60 .00 .00 642. 5 361.20 .00 .00 665.0 361. .85 .00 .00 637. 5 mm 362 . 50 .00 .00 710. .0 363-10 .00 .00 732.5 363 . .70 -00 .00 755. 0 364 . 35 .00 .00 777. 5 365-00 .00 .00 800.0 755. ID 22 SECTION 6, ,74 TIME 45.05 HRS WS = 344.76 WIDTH 123-5 2 DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 360. .00 .00 .00 .0 359 .15 .00 .00 20 .5 358 .30 .00 .00 41 .0 357. .50 .00 .00 62 .0 356 .70 .00 .00 83 .0 355 . ,35 .00 .00 104. .0 355. .00 .00 .00 125. .0 354 .15 .00 .00 145. .5 353. .30 .00 .00 166. .0 352 . .50 .00 .00 187. .0 351 .66 .00 - .04 203 .0 350, ,81 .00 -.04 229. ,0 350, ,01 .00 .01 250. ,0 349 .37 -00 .02 272 . ,0 343. .73 .00 .03 294 . ,0 'im 348, .14 .00 .04 316. .5 347 -53 .00 .03 339. ,0 346, ,85 .00 .00 361. ,0 346. .21 .00 .01 333, .0 345 .57 .00 - .03 405. .5 344 . .93 .00 - .07 423. ,0 ma 343 . 77 -00 - .23 446, ,0 342 .29 .00 -.71 464. .0 340 . .50 .00 -1.50 482 . ,0 339. 52 .00 -1.48 500. ,0 342 .18 .00 - .32 527. ,0 344. .63 .00 - .17 555 . ,0 <M 347. 53 .00 .03 583 , .0 349 .99 .00 - .01 611, ,0 351. .18 .00 - .07 630. .0 352. 50 .00 -00 649. .0 353 .75 .00 .00 668, .5 355. 00 .00 .00 638. .0 mm 355. 60 .00 .00 708, .0 356 -20 .00 .00 723. ,0 356. .85 .00 .00 748. .5 357. 50 .00 .00 769, .0 353 .10 .00 .00 789. .0 358. .70 .00 .00 809. .0 m 359. 35 .00 .00 329. .5 360 .00 .00 .00 850. .0 ID 21 SECTION 6-60 TIME 45.05 HRS WS 336-91 WIDTH 84.1 z OZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 355. .00 .00 .00 405, ,0 350.00 .00 .00 421. ,0 345 .00 .00 .00 437. ,0 340 . .19 .00 .19 453, ,6 335.53 .00 .53 470. . 7 330. .77 .00 -1.23 500. ,0 335 , ,02 .00 .02 529, ,6 337.84 .00 .34 559. , 7 340 . .01 .00 .01 590. .0 340. ,88 .00 .03 613, ,0 341.75 .00 .05 636. .0 342. ,57 .00 .07 658, 9 343 . ,34 .00 .04 682. .0 344.19 .00 -04 705, ,0 345, ,00 .00 .00 723, .0 347. ,50 .00 .00 749. ,0 350.00 .00 .00 770 . ,0 350. .40 .00 .00 791, ,5 D-13 350.80 .00 352-10 .00 353.30 .00 354.60 .00 ID .00 813.0 -00 877.5 .00 943.0 .00 1008.0 351.25 .00 352.50 .00 353-75 .00 355.00 .00 .00 834.5 .00 399.0 .00 964.5 .00 1030.0 351.70 -00 352.90 .00 354.20 .00 .00 -00 .00 ID 19 856.0 921-0 986.0 20 SECTION 6, ,52 TIME 45 .05 HRS WS = 335.85 WIDTH 194 .8 Z DZ TDZ Y z DZ TDZ Y Z DZ TOZ Y 355 .00 -00 .00 180. ,0 354 .00 .00 .00 202 . ,5 353 . .00 -00 .00 225. ,0 345 .00 .00 .00 240, ,0 342 .24 .00 - .26 266 . ,9 339. .77 .00 --23 294, ,9 339 .05 .00 - .10 316. ,5 338 .13 .00 -.17 337. .9 337. ,27 .00 --23 359, ,4 336 .51 .00 - .19 380. .9 335 -38 .00 - .47 402. .7 335, ,11 .00 .11 425. .0 331. .14 .00 1.14 435, ,0 331 .14 .00 2.14 450, ,0 331, ,14 .00 1.14 460, .0 331. .14 .00 2 .14 480. .0 331 .14 .00 3 .14 500. .0 331. .14 .00 2.14 525, .0 331. .14 .00 1.14 550. .0 332 .79 .00 .29 567. .5 334 , .13 .00 -.87 585. .7 339. .77 .00 - .23 595. ,1 342 .24 .00 -.26 617. .6 345 , .00 .00 .00 640. 0 350. ,00 .00 .00 650. 0 350 .60 .00 .00 670. 5 351. 20 .00 .00 691. 0 351. .85 .00 .00 711. 5 352 .50 .00 .00 732. 0 353. .10 -00 .00 752. 5 353, ,70 .00 .00 773. 0 354. .35 .00 .00 794 . 0 355. 00 .00 .00 815 . 0 SECTION 6.46 TIME 45.05 HRS WS = 334.08 WIDTH = 111.7 2 DZ TDZ Y Z DZ TDZ Y Z DZ TOZ Y 350. .00 .00 -00 195. .0 347. .50 .00 .00 211. ,0 345 . ,00 .00 .00 227 .0 342. .50 .00 .00 243 .5 340. .26 .00 .26 260, ,2 339, ,37 .00 .02 281. .5 338. .71 .00 .01 303. .0 338. .09 .00 - .01 325, ,0 337, ,48 -00 --02 347. ,0 336. .79 -00 - .06 369. .0 336. ,14 .00 - .06 391, ,0 335, ,50 .00 -.10 413 . .1 334 . .76 -00 - .24 435. .0 330, .41 .00 -1.59 450, .2 334 , .61 .00 -.39 470, ,0 331. ,84 .00 -1-66 500. ,0 326, ,90 .00 -5 .10 530. .0 332 . .29 .00 -1.21 545, ,9 334, ,81 .00 - .19 561. ,9 340, .03 .00 .03 585 . .0 341. .32 .00 .07 607, .5 342, .50 .00 -00 630. ,0 343 , ,75 .00 .00 652. .5 345. .00 .00 .00 675, 0 350 . .00 .00 .00 695, ,0 ID 18 SECTION DZ 6.39 TIME " 45.05 HRS WS = TOZ Y Z DZ TDZ 331.71 WIDTH = 138.7 DZ TDZ 342. .00 .00 .00 296. .0 339. ,57 .00 .20 324. .4 336 .32 .00 .07 352 . ,6 mm 333 . ,65 .00 -.47 380. .5 330. .05 .00 -1. .45 408. .2 330 .05 .00 -.85 428 . ,9 330. .03 .00 -.27 449. .0 329, ,00 -00 .70 469. .0 327. .62 .00 - .08 470 , ,9 326. ,41 .00 .31 488. .0 326, ,41 .00 1. .61 508. .0 326 ,41 .00 .01 511. .1 328, ,93 .00 -1.37 519. .6 332, .35 ,00 ,85 537. ,4 335 . ,11 .00 - .34 559. ,1 337. . 68 . 00 - . 02 581. . 0 333 , ,39 .00 . 09 604 . , 9 339. . 22 . 00 .17 622 . ,4 339. .88 - 00 . 08 640 . .0 341, .70 .00 , 00 661. .0 343. ,60 .00 .00 691, ,0 ID 17 SECTION 02 6.34 TDZ TIME = 45.05 HRS WS DZ TDZ 330.34 WIDTH 125.4 DZ TDZ ^m 346. ,00 .00 .00 275. .0 344, ,00 .00 .00 295 . .0 342. .00 .00 .00 313 . ,0 340 . ,00 .00 .00 327 ,0 337, ,40 .00 - .60 344 . .7 335. .31 .00 - .69 366. . 7 334, ,70 .00 - .30 382. ,4 333, ,67 .00 - .33 397. .9 332. ,53 .00 - .42 418 . ,9 330. ,76 -00 - .74 441. .8 32S. ,19 .00 -2.21 463 . .1 326. ,93 .00 -1.57 472 . .9 326 .38 -00 - .32 474 . .0 325, ,33 .00 1.08 480. .0 325 . .88 .00 - .02 502 . ,0 m 326. .56 .00 - .84 511. .0 326. .49 .00 -.62 537. ,0 328. .33 .00 -1.07 540, ,2 329. .01 .00 -1.99 561. ,4 331. .89 .00 - .71 531. ,2 335 . .26 .00 - .74 608, ,4 337. .83 .00 - .17 636. .1 338. ,11 .00 - .39 645. ,0 338. ,11 .00 - .39 651. .2 339. .30 .00 .00 671, .0 342, .80 .00 .00 631. .0 344, ,10 .00 -00 705. .0 mm 344. .60 .00 .00 722. .5 345. ,10 .00 .00 740. ,0 345, ,40 .00 .00 744. .0 10 16 SECTION 6.30 TIME = 45.05 HRS WS 329-20 WIDTH 125.3 D-14 2 DZ TOZ Y z DZ TDZ Y Z DZ TDZ Y 339 .00 .00 .00 433 .0 325 .46 .00 -3 .44 458. .5 325. .46 .00 -1-64 482 .0 325 .46 .00 - .24 487 .0 325 .47 .00 .27 497. ,0 325. .47 .00 -1.03 500 .0 325 . .70 .00 -1.80 512. .0 326. .08 .00 -1.57 527. .5 326 . ,49 .00 -1.31 543 . . 0 327, ,73 - .01 -1.47 564 . .3 330. .72 .00 - .24 590, ,7 332 . ,36 .00 - .36 617. ,7 334, ,01 .00 - .47 644, ,6 335. ,30 .00 - .94 671, ,7 333, ,00 .00 .00 698 . .0 339, ,77 .00 .00 720. ,0 341, ,53 .00 .00 • 742 . .0 343 , ,30 .00 .00 764 . . 0 344 . .65 .00 .00 782, ,0 346, ,00 • .00 .00 800. .0 764 . ID 15 SECTION 6. .23 TIME = 45.05 HRS WS = 328.36 WIDTH = 130.4 mm Z OZ TOZ Y Z DZ TDZ Y 2 DZ TDZ 350. .00 .00 .00 420 .0 334.30 .00 -5.70 439.6 325 .12 .00 -4.83 325 .12 .00 -2.08 469. .3 325.11 .00 .21 478.0 325. .67 .00 2.47 mm 325 . .67 .00 - .23 506. .0 325.67 .00 -.73 511.0 325. .67 .00 .27 325, ,67 .00 -1.03 535, .0 325.67 .00 -1.83 547.0 325. ,67 .00 -2.43 mm 325, ,67 .00 -4.33 571. .8 330.00 .00 -2.00 582.0 332, ,02 .00 --93 332. .60 .00 -1.40 615, ,4 332.60 .00 -2.40 634-1 332 , .67 .00 -3.33 mm 338. .00 .00 .00 672, .0 340.00 .00 -00 685-0 341, .00 .00 .00 342 . .00 .00 -00 730. .0 343.00 .00 .00 746.0 344. .00 .00 -00 ID ID 13 SECTION 6.22 TIME = 45 .05 HRS WS 326.15 WIDTH 275.3 ID 12 SECTION DZ 6.19 TIME = 45.05 HRS TDZ DZ WS - 324 .33 WIDTH TDZ Y Z 79.5 DZ TDZ 452.2 498.0 520.0 555 .6 593.5 654 .0 707.5 762.0 •m 14 SECTION 6, .26 TIME 15.05 HRS WS = 327.74 WIDTH = 288.3 •mi Z DZ TDZ Y 2 02 TDZ Y Z DZ TDZ Y 340 .00 .00 .00 340. .0 330 .57 .00 .57 364 . ,4 329 .18 .00 -62 368 .3 327 .70 .00 -1 .90 372. .3 327 .67 .00 -1 .53 384, ,7 327 .22 .00 -1 .59 392 .5 326 .09 .00 -2 .41 400. .1 325 .22 .00 -2 .38 408, ,1 324 .21 .00 -3 -49 417 .0 •ma 324. .26 .00 -3 .54 426, ,0 324 .55 .00 -3 .45 436, ,0 324 .65 .00 -3 .45 446. .0 323 . .57 .00 -3 .33 454 . ,0 323 .56 .00 -2. .14 463 . .0 323. .56 .00 -2 .14 471. .0 mm 323 . .57 .00 -2. .23 480, ,0 323 .58 .00 -2. .22 488 . .0 323 . .59 .00 -2 .31 497. .0 323. .60 .00 -2 . .30 506, ,0 323 .61 .00 -2 . .39 515. .0 323. ,62 .00 -2 .48 525. .0 — 323 . .63 .00 -2 . ,47 535, .0 324 .03 .00 -2. .17 545. 0 325 . ,67 .00 -2 .23 549. ,5 326. ,40 .00 -3. .20 558. .7 326 .41 .00 -3. ,59 569. 0 326. .41 -00 -3 .59 577, ,0 •mm 326. .42 .00 -3. .58 585. .0 326 .42 .00 -3, ,53 593 . 0 326. .42 .00 -3 . .53 602, ,0 326 , .42 .00 -3 , ,53 610. .0 326 .43 .00 -3 , ,57 619. 0 326. .43 .00 -3. .57 627. .0 «• 326 . 43 -00 -3 , ,57 636. .0 326. .44 .00 -3 . ,56 645. 0 326 . .49 .00 -3. .50 657. .1 329. 27 .00 .73 664. 7 331. .52 .00 1. .52 670. 9 333 . 31 .00 1, ,31 675 , .9 •mm 335. .05 .00 2. .05 680. 7 340. .00 .00 .00 700. 0 2 DZ TDZ Y 2 DZ TDZ Y z DZ TDZ Y 340. .00 .00 ,00 365. ,0 331. .00 .00 .00 383 ,0 329 ,38 .00 -1. .33 389 .4 327, ,85 .00 -2. ,55 395. .6 325, ,23 .00 2 .63 404 . .2 323 . ,24 .00 .84 413. .0 321, ,25 .00 -1. .05 422, ,0 319. .67 .00 -2. .43 431. ,0 319. .76 .00 -3 . ,34 439 .0 320, ,52 .00 -4 , ,43 447. .1 322. .59 .00 -3 .91 455 . .1 323 . .17 .00 -3, .43 462. .0 323 . ,48 .00 -3 . .22 470, ,0 323, ,76 .00 -3 . .04 477. .0 324 . .07 .00 -2. ,33 435 .0 324 , ,16 .00 -2 . ,74 493. .0 324. .04 .00 -2. .76 501. .0 324 . ,13 .00 -2. ,57 509 .0 324 . .04 .00 -2. .66 517. ,0 324. ,15 .00 -2. .55 525 . ,0 323. ,61 .00 -2 . ,89 532 .9 323, ,46 .00 -2 , ,74 540. ,9 323, ,29 .00 -2. .71 549. ,0 322 . ,94 .00 -2. ,76 557 .0 322, ,31 .00 -2. .69 566. ,0 323, ,20 .00 -2. .50 575 . ,0 323. .49 .00 -2 . .31 585 .0 323 . .87 .00 -2 . .13 595. ,0 324 . .24 .00 -1. .96 604 . ,0 324. .51 .00 -1. ,89 613 .1 324, ,96 .00 -1, .64 622, ,0 325. ,31 .00 -1. .49 631. .0 325. .62 .00 -1, ,38 639 .0 325, ,83 .00 -1 ,47 647. ,0 325. .87 .00 -1. .63 656 . .3 325. .94 .00 -1. ,36 664 .3 325 . ,96 .00 -2. .04 673, ,0 326 . ,35 .00 -1. .35 680, ,2 326, ,58 -00 .32 688 .3 327. ,10 .00 .00 699, ,0 340 . ,00 .00 .00 725. ,0 D-15 111:11 :To Z't it]^. Z .r. s:! "Is z Si: i;i ;E ::::: •63 603.9 331.46 :oo -2-:: '.Iti lll-i: --ii ^^^-^^ -oo -1.95 535.3 327 67 nn -'--'^ .uu .jy b56.9 327.35 .00 .60 579 9 327.67 .00 .57 603.0 327.33 .00 .63 603.9 323.32 33..oa .00 .OS .3... 33,;.; :oo -:;3 III:' z .00 -2.S4 ,0..S 33..00 .00 .00 733.0 338.00 ioo .00 760.0 ID 11 SECTION 6, .16 TIME a 45.05 HRS WS => 322.52 z OZ TDZ Y Z 02 TD2 Y 346 .00 .00 .00 367 .0 339.00 .00 .00 383 .5 332 .13 .00 -.37 414. .0 323.32 .00 -1.63 442 .3 318. .25 .00 -4.85 481. .4 317.01 .00 -4.99 497.0 317, ,01 .00 -4.59 509, ,0 317.09 .00 -5.11 510 .0 323 . .09 .00 -1.31 520, .4 324 .70 .00 -.50 533.2 327. 25 .00 .30 571. 5 327.34 .00 .44 587.0 327. 83 .00 .13 612. 2 328.55 .00 - .75 640.9 331. 64 .00 -.36 671. 2 332 .36 .00 -.14 700.1 333. SO .00 .00 758. 0 334 .00 .00 .00 787.0 WIDTH = 71.2 Z DZ TDZ Y 331.41 .00 -.59 409.7 320.04 .00 -4.16 466.4 316.57 .00 -4.73 503.0 320.44 .00 -1.96 515.6 327.22 .00 .22 556.0 327.45 .00 .35 601.1 329.24 .00 -.36 644.4 332.88 .00 -.12 729.1 ID •MB 10 SECTION 6. ,12 TIME = 45.05 HRS mm Z DZ TDZ Y Z D2 344 .00 .00 .00 336 .0 337.00 .00 329 .91 .00 3.01 404 . ,5 322.79 .00 mm 321. .69 .00 -1.31 449, 0 320.34 .00 314 . ,14 .00 -6.86 496. .0 314.06 .00 ma 314 , ,16 .00 -6.94 512. 0 318.75 .00 323. .75 .00 -3.15 544-5 330 .67 .00 tmm 342. 00 .00 .00 593. 0 WS = 320.19 WIDTH =. 57.3 T02 DZ TOZ ID 9 SECTION 6 .08 TIME = 45.05 HRS WS 3 z DZ TDZ Y Z OZ TOZ 340 .00 .00 .00 398 .0 330.00 .00 .00 317 .39 .00 -3.61 451 .0 315.37 .00 -4.13 mm 311 -93 .00 -4.97 467 .0 311.93 .00 -5.07 312 .01 .00 -7.39 480 .0 312.03 .00 -5 .77 — 314 .31 .00 -4.79 486 .2 318.72 .00 -1.28 318 .95 . 00 .35 519 .4 320.00 .00 - .10 mm 323 . 72 .00 4 .32 545 .3 327.02 .00 .02 333 . ,80 .00 .00 577 .0 333 .80 .00 .00 •mi 344 , .00 .00 .00 636 .0 mt ID 8 SECTION 6. 05 TIME => 45.05 HRS WS - mm Z DZ TDZ Y Z DZ TDZ m 338. 00 .00 .00 424 . 0 323 .88 .00 -1.12 316 . 08 .00 -2.62 459. 0 315.31 .00 .71 mmk 312. 03 .00 -.17 481. 0 312.11 .00 -1.43 313. 62 .00 -.68 528. 0 330.40 .00 .00 mm 323. 10 .00 .70 559. 0 328.00 .00 .00 327. 90 .00 .00 606. 5 328 .00 .00 .00 ID mm 7 SECTION 5. 98 TIME = 45.05 HRS WS = ^mm Z DZ TDZ Y 2 DZ TDZ •00 359.0 331.09 .00 1.09 -1.01 422.3 322.44 .00 -1.06 -2.26 463.0 317.02 .00 -4.68 -5.74 503.0 314.14 .00 -5.36 -1.95 518.5 322.82 .00 -2.58 3.77 554.6 331.09 .00 .09 318.41 WIDTH = 60.1 Y 2 OZ TD2 382.6 428.4 479.0 510.0 525.6 570.9 411.0 320.09 .00 -2.61 438 454.3 311.93 .00 -7.17 465 .8 ,8 472.0 311.98 .00 -7.52 477.0 482.0 314.16 .00 -3.74 486.0 508.0 318.81 .00 .01 509.1 522.7 321.31 .00 l.Sl 536.0 561.7 330-67 .00 -1.33 570-0 592.0 338.90 .00 .00 614 0 316.58 WIDTH = 74-5 Z DZ TDZ y 441.0 323.80 .00 -4.10 443.0 466.2 312.24 .00 .14 474-9 435.0 312.70 .00 -.59 511.0 555.0 328.83 .00 -2.27 558-0 571.0 327.80 .00 .00 590.0 623.0 340.00 .00 .00 644.0 = 315.15 WIDTH =. 108.2 Y Z 02 TDZ D-16 350 .00 .00 .00 330. ,0 345 .00 .00 .00 347 .0 340 .00 .00 . 00 364 . 0 335 .00 .00 .00 381. .0 330 .00 .00 .00 393. .0 321. .16 .00 -3 . 84 412 . 5 316 . , 92 .00 -3.08 432. ,1 313 .76 .00 -1 .24 452 . ,8 312. .12 .00 2 .12 471 . 8 308. , 91 .00 .41 486, ,9 308 .42 .01 1 .42 500. ,0 308 . .84 .01 .34 511, , 1 311, ,12 .00 1.12 527. ,3 312 , ,70 .00 -4 .80 547, .2 322. .04 .00 -2. . 96 565 , , 2 332 . . 75 .00 - .55 580. .0 341. ,70 .00 .00 597. .0 350. ,00 .00 ,00 615. .0 ID 6 SECTION DZ 5.91 TIME TDZ 4 5.05 HRS DZ 350 .00 .00 .00 348. .0 341. .70 .00 .00 368 .0 333 .30 325 .00 .00 .00 410. ,0 320. .00 .00 .00 430. .0 318 .96 314. ,47 .00 4 .47 462. .4 311. ,29 .00 6.29 477 . .7 305. .83 300. ,04 - .01 -2, .96 500. .0 310, ,47 .00 5.47 517. ,4 315. .23 318. ,99 .00 1, ,49 551. .1 325, ,00 .00 .00 567. .0 333. .30 341, ,70 .00 ,00 596. .0 350 , .00 .00 .00 611. .0 WS = 309.82 WIDTH = 34.8 TDZ Y Z OZ .00 .00 -.01 .00 .00 TDZ .00 .96 .83 .23 .00 ID 5 SECTION 5 .84 TIME = 45.05 HRS WS = 300.05 WIDTH 38.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ 337. ,00 .00 .00 370. .0 331.00 .00 .00 385 .0 325. .00 .00 318 . .30 .00 .00 417. .0 312.19 .00 .49 434.3 305. ,53 .00 301. .81 .00 - .69 470. ,0 295 .83 .00 -4.17 483.8 291, .20 -.04 300. .04 .01 .04 513, ,7 311.04 .00 -1.46 532 .7 325 . .00 .00 337. .00 .00 .00 570, ,0 ID 4 SECTION 5. 76 TIME = 45.05 HRS WS = 294.15 WIDTH 3 33 .4 Z DZ TOZ Y Z DZ TDZ Y Z DZ TOZ .00 .53 •7.80 .00 TDZ ID ID 2 SECTION OZ 5.60 TIME TDZ 45.05 HRS DZ WS TDZ 284.21 WIDTH 69.8 DZ TDZ 339.0 447.3 492.0 534 .2 581.0 400.0 452.5 500.0 553.0 337. .00 .00 .00 350. .0 333 .00 .00 .00 370 .0 329. .00 .00 .00 390. .0 325 .00 . 00 .00 410. .0 316 .70 .00 .00 425. .0 306 .89 .00 -1.41 439. .6 300. .47 .00 .47 454. ,9 298. .84 .00 1. .34 467. ,4 294 . .41 .00 -.59 480. .1 238. .46 .01 -5.54 493, ,7 284, .64 - .01 -8. .36 500. ,0 294, .71 .00 - .29 514 . , 9 300, ,27 . 00 .27 530. .0 310, ,77 .00 -1. ,73 548. .0 324, ,56 .00 - .44 567, ,0 mm 337, .00 .00 .00 585. .0 567, 3 SECTION 5. .67 TIME = 45.05 HRS WS = 237.85 WIDTH -41.2 2 02 TDZ Y Z DZ TDZ Y 2 DZ TDZ Y 350 . .00 .00 .00 373. .0 336.27 .00 -1.23 386.0 326. .11 .00 1.11 400, ,0 316. , 70 .00 .00 416 , 0 308 .30 .00 .00 432 .0 300. ,00 .00 .00 443 , , 0 294 . .05 .00 -.95 466. . 7 288.00 .00 -2.00 477.7 231. ,93 .00 -3.07 483, .0 281. .23 - .02 -2.76 500. ,0 285.89 .01 .89 512.7 283. ,65 .00 -1.35 521. . 7 298. .29 .00 -1.71 535. ,0 310.64 .00 -1.36 552 .0 323, ,70 .00 -1.30 570. .0 333 . 30 .00 .00 586, ,0 341.70 .00 .00 603 .0 350, .00 .00 .00 620 . .0 325 .00 .00 .00 365. .0 312. .50 .00 .00 384 .0 299. .24 .00 - .76 403 .0 292 .52 .00 -2 .43 412. .2 287. .97 .00 -2.03 422 .9 287, ,67 .00 .17 435 .9 286 .46 .00 1 .46 447, ,9 282. .85 -.01 - .45 460. .9 281, ,83 .00 .13 477. .3 277 .24 .03 -2 .76 490, ,1 277, .24 .03 -2.76 502 .8 280, ,27 -.01 -2.23 516. .6 286 .32 .00 1 .32 530. .8 291, ,60 .00 -.89 544. .6 297, ,00 .00 -3.01 552. .0 311 .52 .00 .98 572. .0 325. .00 .00 .00 593 . .0 D-17 X-***''********************************t,1r**«*i,-iH,*1,********** * PLUVIAL-12 SIMULATION OF RIVER HYDRAULICS, * * SEDIMENT TRANSPORT AND RIVER CHANNEL CHANGES * * POR USE BY HOWARD H. CHANG * ***************1lt1ti,1,-K*i,„*„-»1,t1,i,1,ti,ti,i,tiH,-IH,il***-t*****-H,i,i,i, THIS PROGRAM IS DEVELOPED ANO FURNISHED BY HOWARD H. CHANG AND IS ACCEPTED AND USED BY THE RECIPIENT UPON THE EXPRESS UNDERSTANDING THAT THE DEVELOPER MAKES NO WARRANTIES, EXPRESS OR IMPLIED CONCERNING THE ACCURACY, COMPLETENESS, RELIABILITY, USABILITY, OR SUITABILITY FOR ANY PARTICULAR PURPOSE OP THE INFORMATION AND DATA CONTAINED IN THIS PROGRAM OR PXTONISHED IN CONNECTION THEREWITH, AND THE DEVELOPER SHALL SE UNDER NO LIABILITY WHATSOEVER TO ANY PERSON BY REASON OF ANY USE MADE THEREOF. Tl SAN MARCOS CREEK AT RANCHO SANTA PE ROAD, FLOOD SERIES mm T2 POR CITY OF CARLSSAO AND OOKKEN ENGINEERING T3 HOWARD H. 1 2HI^G. MAY 1998 •mm Gl .50 114 .50 240 .00 2 .00 .50 .00 .05 50 .90 114 .00 350 .00 G2 35 .00 112 .00 .00 .00 .00 .00 .00 .00 .00 .00 mm G2 2000 .00 .60 4000 .00 1.10 7000 .00 1 .80 7500 .00 2 .20 7000 .00 2 .50 G2 4000 .00 3 .60 3000 .00 4.30 2000 .00 6 .10 1450 .00 7 .00 2900 .00 7 .90 G2 4300 .00 3 .30 7270 .00 8.80 10000 .00 9 .30 11600 .00 9 .70 12000 .00 9 .90 G2 11600 .00 10 .20 7270. .00 11.00 5100 .00 11 .60 3600 .00 12 .40 2900 .00 13 -70 •mm G2 1850 .00 18 .00 1800. .00 18 .10 2370 .00 18 .90 3560 .00 19 .30 5900 .00 19 .80 G2 8300 .00 20 .30 9500. .00 20.70 9800. .00 20 .90 9500 .00 21. .20 5900 .00 22 .00 G2 4100 .00 22 .60 3000. .00 23 .40 2400. .00 24 .70 1600 .00 28. .00 1700 .00 28 .10 *" G2 3000 .00 28 .90 4500. .00 29.30 7550. .00 29 .80 10600 .00 30. .30 12000 .00 30 .70 G2 12500 .00 30 .90 12000. .00 31.20 7550. .00 32 .00 5300. .00 32 .60 3800 .00 33 .40 •M G2 3000 .00 34 .70 1700. .00 39.00 2200. .00 39 .50 4500. .00 40. .10 7900 .00 40. .30 G2 8500 .00 41 .20 7900, ,00 41.50 4500. ,00 42 .60 3400. .00 43 . .30 1800 .00 47. .90 — G2 2000. .00 48 .00 4000, ,00 43 .90 5000. .00 49. .30 10000. ,00 49. .80 14000. .00 50. .30 G2 16000. .00 50 .70 16500. .00 50.90 16500. .00 51. .10 10000. ,00 52. ,00 7000. .00 52. ,60 G2 5000. .00 53 .40 4000. .00 54.70 2000. ,00 62. .00 1300. ,00 63. .00 1300. ,00 63. ,10 G2 2370. .00 63 . 90 3560. .00 69.30 5900. ,00 69. .80 8300, ,00 70, ,30 9500. .00 70. .70 ••• G2 9300. .00 70 .90 9500. ,00 71.20 5900, ,00 72. ,00 4100, ,00 72. .60 3000. ,00 73. .40 G2 2400. ,00 74 .70 1300, ,00 79.00 2200, ,00 79. .60 4500, ,00 80. .10 7900. .00 80. ,80 mm G2 8500. .00 81 .20 7900. .00 31.50 4500. .00 82 . .60 3400, .00 83, .30 2200. .00 85, ,10 G2 1800 . .00 83 .00 3600, ,00 38. 90 5400. .00 89. .30 9100. .00 89. .30 12700. .00 90. .30 • G2 14500. ,00 90 .70 15000. .00 90.90 14500. .00 91. ,20 9100. .00 92. .00 6300. .00 92. ,60 G2 4500 . .00 93 .40 3600, ,00 94 .70 1900, .00 102. ,00 1800. .00 109. .00 2000, ,00 109. .60 G2 4000, ,00 110. .10 7000. .00 110.80 7500. .00 Ill, .20 7000 , .00 111. .50 4000, ,00 112, .60 G2 3000. ,00 113 . .30 2000, .00 115.10 G3 ,01 .00 .00 .00 .00 .00 .00 00 .00 ,00 G4 .00 .00 .00 .00 .00 .00 1. .00 00 .00 00 GS .00 .00 .00 .00 .00 .00 .00 00 .00 30. 00 GI 2 , .00 .00 .00 .00 .00 .00 .00 00 .00 00 GI 00 .00 5000 , .00 .00 PM GS .11 ,17 .35 .20 1, .02 .20 2 , 49 .20 7, ,75 .20 NC .04 .04 .06 .10 .30 .00 .00 .00 .00 ,00 REMAINING DATA ARE THE SAME AS THE OTHER CASE THE YANG SEDIMENT FORMULA IS USED TIME = 50.92 HRS DT = 240 SECS TIME STEP 789 SECTION W.S.ELEV. FT WIDTH FT DEPTH PT Q CPS V FPS SLOPE D50 MM QS/Q 1000 PPM FR SEO. YIELD TONS 5, ,51 290, .34 107. ,7 18. ,34 16500 14 . ,25 .00352 3. .99 .52 .77 .847E+05 5. .60 295, ,16 144 . ,2 16. ,01 16500 10. ,38 .00508 3, ,72 .40 .59 .735E+05 5 .67 298. .30 85. ,9 15. ,76 16500 18. ,24 .01485 3. .78 .35 .99 .720E+05 5 .76 305. ,96 101. .9 19. .34 16500 15 .38 .01065 3. .38 .30 .84 .663E+05 5. .84 310, ,66 93 . .0 18, ,89 16500 17. .80 .01523 3, ,08 .38 .99 .593E+05 5 .91 321. ,41 131. .8 22. ,37 16500 15. .79 .01587 2, ,58 .47 -99 .547E+05 5 .98 327. .35 169. .2 18 . .12 16500 7 .64 .00191 3. .65 .56 -38 .653E+05 6 .05 327. .56 123. .8 14 . .99 16500 11 .12 .00433 5. ,48 .57 .58 .601E+05 D-18 6 .08 328 .91 153 .2 14 .36 16500 9 .88 .00395 5 .35 .43 .53 6 .12 329 .45 175 .4 13 .81 16500 11 .44 -00758 5 .74 .48 .70 6 .16 331 .68 246 .6 14 .42 16500 9 .51 -00632 5 .50 .50 .63 6 .19 333 .25 273 -0 14 . 90 16500 6 .77 .00235 4 .29 .44 .40 6 .22 333 .07 166 .1 12 .93 16500 10 .54 .00540 5 .37 .47 .61 6. .26 334 . ,01 164 .9 11. .44 16500 11 .59 .00727 5 .51 .47 .70 6. .28 335. ,02 191 .8 11. .47 16500 10 .70 .00673 5. .44 .46 .67 6. .30 336. ,35 235 .1 11 ,92 16500 9 .47 .00581 5 . .55 .44 .61 6, .34 337, .83 288 .1 11, ,51 16S00-7. .93 .00418 5 . .57 .41 .52 •iim 6, ,39 338, ,80 287. .4 11, ,46 16500 8. .39 .00502 6. ,21 .41 .57 6, ,46 340, .94 347. ,8 14 . .71 16500 8. .39 .00652 2, ,62 .27 .62 •im 6. .52 343 , .00 360. .9 10. . 31 16500 6. .40 .00275 3 . . 97 .22 .42 6 . .60 344 . .36 270, ,9 13. 32 16500 11, ,21 .01221 3 , .80 .32 -35 6. .74 351. ,74 430, .6 12. 41 16500 7, .01 .00470 3 . .76 .20 .53 6. .84 353. .97 135. .8 11. 62 16500 12 . .65 .01107 4 . 43 .30 .84 6. 96 374. .50 97. .5 18. 50 16500 17. 59 .01519 2 . 53 .00 1.00 7. 07 382. 00 212. 0 11. 00 16500 13. .45 .01613 3 -18 -00 .99 .550E+05 .505E+05 -460E+05 .422E+05 .346E+05 .302E+05 -267E+05 •238E+05 .208E+0S -170E+05 .128E+05 . 677B+04 .138E+05 ,137E+05 ,793E+04 . OOOE+00 . OOOE+00 ID 24 SECTION 6. ,96 TIME = 50.92 HRS WS = 374.50 WIDTH = 97-5 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 335 . .00 .00 .00 300. ,0 382.50 .00 .00 325-0 380. ,00 .00 .00 350 .0 379. ,15 .00 .00 367, ,5 378.30 .00 .00 385.0 377, .50 .00 .00 402 . ,5 376. ,70 .00 .00 420. .0 375.85 .00 .00 437.5 375, .00 .00 .00 455, ,0 367. ,50 .00 .00 472, ,5 360 .00 .00 .00 490-0 356, 00 .00 -00 500, .0 360 , .00 .00 .00 515 . ,0 367.50 .00 .00 535.0 375. .00 .00 .00 555. .0 380 . .00 .00 .00 572. ,5 385 .00 .00 .00 590.0 ID 23 SECTION 6. ,84 TIME 50 .92 HRS WS = 353.97 WIDTH = 185.8 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 365. .00 .00 .00 200 .0 363 .75 .00 .00 221 .0 362 .50 .00 .00 242 .0 361. .25 .00 .00 263 .5 360 .00 .00 .00 235 .0 358 .75 .00 .00 306 .0 357, ,50 .00 .00 327. .0 356 .25 .00 .00 343. ,5 355 . .00 .00 -00 370 .0 349. ,12 - .01 -.83 399 .8 348 .36 - .01 -.79 416. .4 347. .31 - .01 --99 433 . .0 346. .11 - .01 -1.39 449. .5 344 -79 -- .01 -1.91 466, ,0 343. ,55 --01 -2.30 483, ,0 342. .44 - .01 -2.56 500. ,0 342 .34 -- .01 -2.66 515, .1 348. ,82 - .01 -1.18 541. .2 355. ,00 .00 .00 565, ,0 357 .50 .00 .00 592. .0 360, .00 .00 -00 620, .0 360. ,60 -00 .00 642, ,5 361 .20 .00 .00 665 , .0 361. .85 .00 .00 687. .5 362, ,50 -00 .00 710. ,0 363 .10 -00 .00 732. 5 363. .70 .00 .00 755 . .0 364 , .35 .00 .00 777, ,5 365 .00 .00 .00 800 . .0 ID mm 22 SECTION s. .74 TIME = 1 50.92 HRS WS = 351.74 WIDTH 430 .6 Z DZ TDZ Y z OZ TDZ Y Z DZ TDZ Y m 360. .00 .00 .00 .0 359 .15 .00 .00 20. .5 358. .30 .00 .00 41 . 0 357. .50 .00 .00 62 .0 356 .70 .00 .00 33, ,0 355 .35 .00 .00 104 .0 355 . .00 .00 .00 125 .0 354 .15 .00 .00 145, ,5 353 .30 .00 .00 166. .0 352 . .50 -00 .00 187 .0 351 .69 .00 -.01 208, .0 350 . ,83 .00 - .02 229. ,0 349. ,90 .00 - .10 249 .9 349 .30 .00 - .05 272. .0 348 . .69 .00 - .01 294 .0 348. ,12 .00 .02 316 .5 347 .53 .00 .03 339, .0 346 . ,94 .00 .09 361. ,0 346 . .25 .00 .05 383 .0 345 .62 .00 .02 405. .6 344. .69 .00 - .31 428. ,0 mm 343 , ,42 .00 - .58 446. .1 T41 .49 .00 -1.51 464. .0 339. ,34 .01 -2.66 482 . ,0 339. .34 .01 -1.66 500 .0 341 .30 .00 -1.70 527. .0 344 . ,75 .00 - .25 555. .0 mit 347. .43 .00 - .07 583 .1 349 .89 .00 - .11 611. .1 351. ,23 .00 - .02 630. ,0 352. .50 .00 .00 649. .0 353 .75 .00 .00 668. .5 355. ,00 .00 .00 638. .0 mm 355. .60 .00 .00 708. .0 356 .20 .00 .00 728. 0 356, , 35 .00 .00 748, 5 357. .50 .00 .00 769 .0 358 .10 .00 .00 789. .0 358 . ,70 .00 .00 809, .0 mm 359 .35 .00 .00 829 .5 360 .00 .00 .00 850. 0 ID 21 SECTION 6.60 TIME 50.92 HRS WS = 344.36 WIDTH = 270.9 D-19 z DZ TDZ Y Z DZ TOZ Y Z DZ TDZ Y 355 .00 .00 .00 405 .0 350 .00 .00 .00 421. .0 345 .00 .00 .00 437 .0 340 .58 .00 .53 453 .9 335 .04 .00 .04 470. 6 331 .03 - .01 - .97 500 . 0 334 .23 .00 - .77 529 .9 337 .93 .00 .43 559. 4 340 .23 .00 .23 589 .3 '•'1 341. .17 .00 .32 612. .8 341. .81 .00 .11 635 . 9 342 .59 .00 .09 658 .9 343 . .31 .00 .01 632. .0 344 . .16 .00 .01 705. 0 345. .00 .00 .00 728. .0 'ma 347. .50 .00 .00 749, ,0 350. .00 .00 .00 - 770. 0 350. .40 .00 .00 791. .5 350. ,80 .00 .00 813. .0 351. .25 -.00 .00 634 . 5 351. .70 .00 .00 856. ,0 >.•» 352. .10 .00 .00 877, ,5 352, ,50 .00 .00 899. 0 352, .90 .00 .00 921. .0 353. .30 .00 .00 943 , .0 353, ,75 .00 .00 964. 5 354 , ,20 .00 .00 936. . 0 •-^ 354 . .60 .00 .00 1008, .0 355, .00 .00 .00 1030. 0 936. mm ID 20 SECTION 6 . 52 TIME = 50.92 HRS WS = 343 .00 WIDTH 360.9 mm Z DZ TOZ Y 2 02 TDZ Y Z DZ TDZ Y 355 .00 .00 .00 180 .0 354 .00 .00 .00 202 .5 353 .00 .00 .00 225 .0 345 .00 .00 .00 240 .0 342 .46 .00 -.04 267 .0 339 .11 .00 - .89 294 .4 339 .06 .00 -.09 316 .4 338 .17 .00 - .13 337 .8 337 .36 .00 - .14 359 .3 336 .79 .00 .09 380 .9 336 .11 .00 .26 402 .9 335 .52 .00 .52 424 . 9 mm 332 .19 .00 2 .19 435. .0 332 .19 .00 3.19 450 .0 332 .19 .00 2.19 460 .0 332. .19 .00 3 . .19 480. .0 332. .19 .00 4.19 500 ,0 332. .19 .00 3 .19 525 .0 332 . .19 .00 2 . .19 550. ,0 333 , ,40 .00 .39 567. .5 334 . ,23 .00 - .77 585. .9 339. ,11 .00 ,89 595, ,6 342, ,46 .00 - .04 617. .5 345 . ,00 .00 .00 640. ,0 mm 350 . .00 .00 ,00 650, .0 350, .60 .00 .00 670. .5 351. ,20 .00 .00 691, ,0 351. .85 .00 .00 711, .5 352. .50 .00 .00 732 . .0 353 , ,10 .00 .00 752, .5 -353. .70 .00 ,00 773 . .0 354 . .35 .00 .00 794. .0 355 , .00 .00 .00 815 . .0 ID 19 SECTION 6 .46 TIME = 50.92 HRS WS = 340.94 WIDTH = 347.3 Z DZ TDZ Y Z DZ TDZ Y 2 D2 TDZ Y mm 350 .00 .00 . 00 195 .0 347.50 .00 .00 211.0 345 .00 .00 .00 227 .0 342 .50 .00 .00 243 .5 340.04 .00 .04 260.0 339 .52 .00 .17 231 .6 338 .86 .00 .16 303 .1 338.28 .00 .18 325.1 337 .63 .00 .13 347 .1 mm 336. .90 .00 .05 369 .1 336.14 .00 - .06 391.1 335 .43 .00 - .17 413 .1 334. .60 .00 -.40 435 .1 328.67 .00 -3 .33 450.1 334 .11 .00 - .89 470 .0 330. .77 .00 -2 .73 500 .0 326.22 .00 -5.78 530.0 331. .28 .00 -2-22 545 .9 "™ 334 .99 .00 -.01 561. .6 340.01 .00 .01 585 .0 341. .25 .00 .00 607 .5 342. .50 .00 .00 630. .0 343.75 .00 .00 652 .5 345 . .00 .00 .00 675. .0 mm 350. .00 .00 .00 695. .0 •-m ID mm 18 SECTION 6 . .39 TIME = 50.92 HRS WS = 338 .80 WIDTH = 287.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y -342. .00 .00 ,00 296. .0 339.33 .00 .00 324 .3 336 , .26 .00 - .49 352. .2 330. 48 .00 -3. .65 378 . .8 330.31 .00 -1.19 408 .6 330. .21 .00 --69 429. .0 329. 43 - .01 ,87 449, .0 328.29 -- .01 -1.41 469.0 327. .41 - .01 - .29 471. ,0 mma 327. .37 - .01 1. ,27 488. .0 327.33 -- .01 2.53 508 .0 327. 34 -.01 .94 511. ,0 328 , .86 - .01 -1. ,44 519. .2 330.91 • - .01 -2.29 537.9 332. 64 .00 -2 .31 560. .5 mm 337. .69 .00 .01 531. .0 333.30 .00 .00 605.0 339. 05 .00 .00 622. .5 339. .80 .00 .00 640, ,0 341.70 .00 .00 661.0 343 . 60 .00 .00 691, .0 ID - mm 17 SECTION 6. 34 TIME =. 50.92 HRS WS = 337.83 WIDTH -288.1 Z DZ TDZ Y Z DZ TDZ Y Z 02 TDZ Y 346. ,00 .00 .00 275. ,0 344 .00 .00 .00 295 .0 342. 00 .00 .00 313. 0 340. .00 .00 .00 327. .0 338.00 .00 .00 345 .0 335. 11 -.01 - .89 366. 4 332, .01 .00 -2. .99 380. 6 332.00 .00 -2 .00 397.8 332. 00 .00 -1.00 418. 7 mm, 330. .82 .00 .68 441. .6 330.05 .00 - .35 464 .0 326. 51 .00 -1.99 473. 0 326. 32 .00 ,38 474. .0 326.32 .00 1.52 480.0 326. 32 .00 .42 502. 0 D-20 326.32 328.09 338.00 339.30 344.60 ID .00 .00 .00 .00 .00 -1.08 -2.91 .00 .00 -00 511.0 560.6 636.0 671.0 722.5 326.38 328.55 338.50 342.80 345.10 .00 .00 .00 .00 .00 - .72 -4.05 .00 .00 .00 537.0 583.4 645.0 681.0 740 - 0 16 SECTION 6, ,30 TIME = 50.92 HRS WS =s 336.35 Z OZ TDZ Y 2 OZ TDZ Y 339. .00 .00 .00 433. .0 324 .61 .00 -4 .29 458.4 324 . ,42 .00 -1.28 487, ,0 324 .74 .00 - .46 497.0 325, ,37 .00 -2.13 512, ,0 325 .36 .00 -1.79 527.5 326. .99 .00 -2.21 564 , ,8 329 .78 .00 -1.18 591.1 334. .29 .00 -.19 644 , 5 336 .24 .00 .00 671.2 339. 77 .00 .00 720. 0 341 .53 .00 .00 742.0 344 . 65 .00 .00 782. 0 346 .00 .00 .00 800.0 323.00 335.11 338.50 344 .10 345.40 WIDTH .00 - .01 .00 .00 .00 235.1 -1.40 - .89 .00 .00 .00 540.0 608.6 651.0 705.0 744.0 2 02 TDZ Y 324 .43 .00 -2.67 432. .0 324 .76 .00 -1.74 500, ,0 326. ,36 .00 -1.44 543. .0 332, ,43 .00 - .29 617. .6 338 , .00 .00 .00 698. 0 343 . 30 .00 .00 764 . 0 ID 15 SECTION 6.28 TIME 50.92 HRS WS 335.02 WIDTH z DZ TDZ Y 2 DZ TDZ Y 350 .00 .00 .00 420-0 336 .52 .00 -3 .48 440.0 ™« 324.02 -.01 -3 ,.18 470.0 323 .55 - .01 -1 .35 473.0 323.91 - -01 -1 ..99 506.0 324 .80 -.01 -1 .60 511.0 mm 325-77 - .01 -.93 535.0 326 .40 - .01 -1 .10 547.0 326.46 - .01 -3 .54 568.4 326 .47 - .01 -5 .53 581.9 —• 333.97 .00 --03 615.0 335 .02 .02 .02 633.5 338.00 .00 -00 672.0 340 .00 .00 -00 635.0 •mm 342.00 .00 .00 730 .0 343 .00 .00 .00 746.0 ID 14 SECTION 6. ,26 TIME _ 1 50.92 HRS WS = 334 .01 •Mi Z DZ TDZ Y Z DZ TOZ Y 340.00 .00 .00 340.0 330 .15 .01 .15 365.9 mn 328.44 .02 -1 .16 370.4 325 .42 -.01 -3 .78 333.2 325 .24 -.01 -3 .26 400.0 324 .14 - .01 -3 -96 408.0 322.95 - .01 -4 .85 426.0 323 . .14 -.01 -4 .86 436.0 322.58 -.01 -4 .32 454.0 322, ,56 - .01 -3 .14 463 .0 322 .58 - .01 -3 .22 480.0 322, ,59 - .01 -3. .21 488.0 mm> 322.61 - .01 -3 .29 506.0 322. .62 -.01 -3 . .38 515.0 322.65 - .01 -3 .45 535.0 322 . 66 - .01 -3. ,54 545.0 — 326.06 .00 -3 .54 559.0 326. .06 .00 -3, ,94 569.0 326.07 .00 -3 , .93 585.0 326. .07 .00 -3 . .93 593.0 326.09 .00 -3. ,91 610.0 326. 09 .00 -3. .90 619.0 326.11 .00 -3, .89 636.0 326. 26 .00 -3. .74 645.9 328.98 .00 -1, .02 660.1 331. 64 .00 1. 64 663.0 333.36 .05 .86 685.0 340. 00 .00 00 700.0 mm ID 13 SECTION 6. 22 TIME = 50.92 HRS WS = 333.07 mt Z DZ TDZ Y 2 DZ TDZ Y 340.00 .00 00 365 .0 330. 98 .00 _ 02 383.1 mm 327.91 .00 -2. 49 395.4 325. 57 .00 2-97 404 .2 321.29 -00 -1. 01 422.0 320. 14 -00 -1. 96 431.0 mm 320.14 .00 -4-86 447.0 320. 14 -00 -6. 35 455.0 320.25 .00 -6-45 470.0 321. 12 .00 -5. 63 477.0 mm 322 .33 .00 -4. 57 493.0 322. 27 .00 -4. 53 501.0 322.57 .00 -4. 13 517.0 322. 87 .00 -3 . S3 525.0 mm 322.00 .00 -4. 20 541.0 321. 79 .00 -4. 21 549.0 321.30 .00 -4. 20 566.0 322 . 13 .00 -3. 57 575.0 323.39 .00 -2. 61 595 .0 324. 10 -00 -2. 10 603.9 325.38 323.54 323.58 326.46 328.51 336.00 341.00 344 .00 191.8 DZ .02 - .01 - .01 - .01 .00 .00 .00 .00 WIDTH = 329.3 329.40 325.33 322.98 323.10 322.56 322 .60 322.64 324.55 326.06 326.08 326.10 328.72 333-33 OZ .02 - .01 - .01 -.01 - .01 - .01 -.01 - .01 -00 .00 .00 .00 .00 WIDTH = 332.1 329.38 323.51 320-14 320.15 321.97 322.60 322.55 321.37 322.70 324.75 DZ .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TDZ -4 .62 .34 -1.82 •1-64 •4 .49 .00 .00 .00 TDZ -.40 -3.47 •4 .72 00 14 30 46 -5 -3 -3 -3 -3 .35 94 92 90 23 83 TDZ -1.32 1.11 -3.46 -6.45 -4.93 -4.20 -3.95 -4.33 -3.10 -1.65 455.4 498.0 520.0 555.0 600.7 652.0 707.5 762.0 367.7 392.0 417.0 446.0 471.0 497.0 525.0 552 .0 577.0 602 . 0 627.0 659.4 674 .1 389.4 413 .1 439-0 462.0 485-0 509.0 533-0 557.0 585.0 612.7 D-21 325.14 325.19 325.19 327.13 ID .00 -1.46 621.8 325.19 .00 -1.61 630.9 325-18 00 .00 -2-11 647-0 325-19 .00 -2.31 656.0 325-18 .00 .00 -2.81 673.0 325.18 .00 -2.52 680.9 325.20 .00 •00 -03 699.1 340.00 .00 .00 725.0 -1.82 -2.62 -2.20 ID 11 SECTION 6 .16 TIME =« 50.92 HRS WS = 331.68 WIDTH 246.6 mm Z OZ TDZ Y Z OZ TDZ Y Z DZ 346 .00 .00 .00 367 .0 339.00 .00 .00 388 .5 332 .00 .00 mm 332 .50 .00 .00 414 -0 327-54 .01 2.54 446.3 317 -64 - .01 317 .33 - .01 -5 .77 431 .5 317.25 - .01 -4 .76 497.0 317 .64 - .01 mm 317 .57 - .01 -3 .93 509 .0 317.67 -.01 -4 .53 510-0 317 .68 - .01 317 .71 - .01 -6 .69 520 .6 317.94 - .01 -7.26 537-2 326 .64 .00 327 .17 .00 .22 570 -8 327.97 .00 1.07 586.0 328 .42 .00 329 .16 -00 1 .46 611 .1 329.81 .00 .51 640.7 330 .28 .02 mm 332 .00 .00 .00 671 .0 332.50 .00 .00 700.0 333 .00 .00 333 .50 .00 .00 758 -0 334.00 .00 .00 787.0 ID mm 10 SECTION 6. .12 TIME - 50.92 HRS WS = 329.45 WIDTH 175.4 Z DZ TOZ Y Z DZ TDZ Y Z DZ 344, ,00 .00 .00 336 .0 337.00 .00 .00 359.0 330. .00 .00 mm 328 . .08 .03 1. .13 403 .2 326.50 .00 2.70 427.6 326. .20 .00 316 . 25 - .01 -6. .75 445. .2 315.76 • - .01 -6.34 463 .0 315. ,69 -.01 mma 315. .62 - .01 -5. .38 496. ,0 317.12 • - .01 -2 .68 503 .0 317. .13 - .01 317. 13 - .01 -3, ,97 512. .0 317.15 • -.01 -3.55 518 .8 317. .59 -.01 mm 326. 90 .00 .00 542. .6 328.05 .03 1.15 556.3 331. 00 .00 342. 00 .00 .00 598. 0 ID Mi 9 SECTION 6. 08 TIME = 50.92 HRS WS = 328.91 WIDTH = 153 .2 2 DZ TD2 Y Z DZ TDZ Y Z OZ 340. 00 -00 00 398. 0 330.00 .00 .00 411.0 314-54 - .01 314. 54 - .01 -5. 46 450. 5 314.54 --.01 -4.96 454.0 314. 54 -.01 314. 81 .02 -2 . 09 467. 0 315.09 .02 -1.91 472.0 315 . 26 .02 mm 315. 36 .02 -4 . 04 480. 0 315.43 .02 -2.37 482.0 315 . 55 .02 315. 62 .02 -3 . 48 488. 0 317.22 .02 -2.78 508.0 317. 42 .02 mm 313. 37 .02 --23 520. 0 319.09 .02 -1.01 522.8 319-25 .02 319. 29 .02 11 549. 5 325.90 -•.01 -1.10 561.7 331. 90 -.02 mm 333 . 80 .00 00 577. 0 333.80 .00 .00 592-0 333. 90 .00 344. 00 .00 00 636. 0 •ml ID mmi 8 SECTION 6. 05 TIME « 50.92 HRS WS a 327.56 WIDTH -123.8 mm Z DZ TDZ Y Z DZ TDZ Y Z OZ TDZ .00 -6.56 -3 .66 -4.72 - .36 1.32 .68 .00 TOZ .00 2.70 -6.01 -2.87 -7.81 .00 TOZ -8.16 -4.56 -4.24 -2.35 -1.38 - .45 -.10 .00 639.0 664 .0 690.1 12 SECTION 6, ,19 TIME = 50.92 HRS WS = 333.25 WIDTH = 273.0 Z DZ TDZ Y Z -DZ. TDZ Y Z OZ TDZ Y 348 .00 .00 .00 391 .0 341 .00 .00 .00 413.0 329, ,33 -.03 -4.12 431, , 1 318 .38 .03 -7.52 449, .6 318 .38 .03 -6.22 476.0 313, ,38 .03 -4 .32 479, , 0 318. .38 .03 -5.82 439, ,0 324 .36 .00 - .84 498 .9 324 , ,54 .00 . 74 518 , , 8 324 . .55 .00 - .85 527, ,6 324 .60 .00 -1.30 557.0 324. ,59 .00 -2.16 580. , 0 324. ,59 .00 -2.51 603 , ,0 324 .59 .00 -2 .61 604 . 0 324 . 60 .00 -3 .40 612. 0 324, .60 .00 -4.40 636. ,3 324 .61 .00 -5.39 664 .4 331. .71 - .03 - -29 684. 2 334 , ,00 .00 .00 705. 0 336 .00 .00 .00 732.0 333. 00 .00 .00 760. 0 410.0 461-5 503.0 516.0 555.5 600.0 643-6 729.0 382.0 428.0 479.0 510.0 529.8 571.0 433 .9 465.0 477.0 486.0 510-0 535.8 570.0 614 .0 TDZ 338.00 318.56 .00 .00 .00 - .14 424.0 452.1 318.59 -.03 -11.41 317.03 .00 2.43 436.9 313.57 -.03 -9.33 446.1 468.5 312.58 .00 .48 475.0 D-22 312.59 .00 313.73 .00 327.50 -.03 327.90 .00 ID .39 481.0 .57 533.6 .10 559.0 .00 606.5 312.59 .00 325.02 .00 323.00 .00 328.00 .00 -1.01 435.0 -5.37 555.6 .00 571.0 .00 623.0 312.64 .00 326.88 -.01 327.80 .00 340.00 .00 - .66 -4 .22 .00 .00 ID ID ID 511.0 558.1 590.0 644.0 7 SECTION 5. 98 TIME = 50.92 HRS WS = 327.35 WIDTH 169.2 2 02 TOZ Y Z DZ^ TDZ Y Z DZ TOZ Y 350, .00 .00 .00 330 .0 345.00 .00 .00 347.0 340, ,00 .00 .00 364 ,0 335. .00 .00 .00 381. .0 330.00 .00 .00 398.0 324 . .23 -.02 - .77 414 , .5 ••m 314. ,39 .01 -5.61 429. .6 314.39 .01 - .61 449.3 311, .73 .01 1.73 474 , ,6 309, ,24 .01 .74 487. ,0 309.24 .01 2.24 500.0 310. 33 .01 1.88 511. 0 tm 313 , .07 .01 3 .07 524. ,0 313 .07 .01 -4.43 550.8 320. 95 -.01 -4.05 566. .0 331. .11 - .02 -2.19 580, ,0 341.70 .00 .00 597.0 350. 00 .00 .00 615. 0 m^ 6 SECTION 5. ,91 TIME = 50.92 HRS WS = 321.41 WIDTH 131.3 ma Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y mm 350. .00 .00 .00 348. .0 341.70 .00 .00 368.0 333 . ,30 .00 .00 389. .0 325 ,00 .00 .00 410, .0 320.21 .03 .21 430.1 318 . .96 .00 3.96 447 . ,3 -•ma 316. ,21 .00 6.21 463 , .9 306.29 --.01 1.29 490 .0 305. .64 -.01 1.64 490. ,9 299, ,03 - .01 -3 .97 500. .0 303.66 --.01 -1.33 506.4 316. .60 .00 6.60 532. ,9 mm 319. .38 .02 1.88 550 . .9 325.00 .00 .00 567.0 333 . .30 .00 .00 581. . 0 341. .70 .00 .00 596. 0 350.00 .00 .00 611.0 581. 5 SECTION 5 . .84 TIME = 50.92 HRS WS = 310.66 WIDTH 93 .0 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 337. .00 .00 .00 370. ,0 331.00 .00 .00 385.0 325. .00 .00 .00 400. .0 318. ,30 .00 .00 417. .0 311.70 .00 .00 434.0 308. .31 .03 3 .31 454. .3 299, .39 - .01 -3 .11 469, ,6 295.25 • -.01 -4.75 438 .5 291. ,75 - .02 -7.25 500. ,0 297. .33 - .01 -2 .12 515, .4 310.57 .02 -1.93 533.0 325 . .00 .00 .00 553, ,0 337, .00 .00 .00 570. .0 553, mm 4 SECTION 5. .76 TIME = 50.92 HRS WS = 305.96 WIDTH 101.9 mm z DZ TDZ Y z DZ TOZ Y Z OZ TDZ Y mm 337 .00 .00 .00 350, .0 333.00 .00 .00 370.0 329 .00 .00 .00 390 .0 325 .00 .00 .00 410. ,0 316.70 .00 .00 425.0 306. .48 - .01 -1.82 440 .0 mm 297 . .62 - .01 -2 .38 452. .2 297.58 -- -02 .08 463 . 0 292 ,55 .00 -2.45 482 .3 287. .81 .00 -6 .19 489, ,3 286.75 .13 -6-25 500.0 294 . .17 .00 -.83 513 .5 298 . ,50 .00 -1 .50 532. .4 309.87 • -.01 -2.63 548 .0 323. ,66 - .01 -1.34 567 .0 337. ,00 .00 .00 535, ,0 mm 10 mm 3 SECTION 5 . .67 TIME - 50.92 HRS WS -298.30 WIDTH -85.9 •mm Z DZ TDZ Y Z DZ TOZ Y Z DZ TDZ Y 350. ,00 .00 .00 373, ,0 336.27 .00 -1.23 386.0 326 . ,11 .00 1.11 400, ,0 ma 316. .70 .00 .00 416, ,0 303.30 .00 .00 432 .0 300 , ,00 .00 .00 448, ,0 290. .47 .00 -4 .53 466, ,5 285.17 .00 -4.83 473.8 283 , ,03 -.02 -1.97 490, 3 mm 282 .53 -.02 -1. .47 500. ,0 283.81 • -.01 -1.19 511.1 289. ,45 .01 -.55 525. 0 296. .63 .00 -3 .36 534 . .8 308.81 .00 -3.69 552.0 321. 83 .00 -3.12 570. .0 •mm 333 .30 .00 .00 586, .0 341.70 .00 .00 603.0 350. 00 .00 .00 620. .0 ID 2 SECTION S.60 TIME 50.92 HRS HS 295.16 WIDTH a 144.2 DZ TDZ DZ TDZ DZ TDZ D-23 325, ,00 .00 .00 365 .0 312. ,04 - .01 .46 384 .0 298 .24 .00 -1 .76 403 .0 291, .14 .00 -3 .86 412, .8 286. ,79 .00 -3 .21 413. .9 286. .71 .00 .79 435 . 3 286, ,70 .00 1. .70 447, .8 285. .39 .00 2 .09 461. .5 279. .20 -00 -2 ,50 476. ,1 279. .15 .00 .85 490. .0 279, ,16 .00 .84 503 . .0 283 . ,84 .00 1. .34 514 . .9 234. .57 .00 ,43 536, ,7 289. .78 .00 -2. . 72 544 . .1 295. ,55 .00 -4 . .46 552. .0 310. .07 .00 -2 , ,43 572. .0 325, .00 .00 ,00 593. ,0 552. TIME = 114.05 HRS DT 240 SECS TIME STEP = 1737 SECTION W.S.ELEV. PT WIDTH FT DEPTH PT Q CPS V PPS SLOPE D50 MM QS/Q 1000 PPM FR SED. YIELD TONS ••ma 5 .51 279 .83 58 .7 7 .83 2582 9 .13 .00992 3 .61 1.06 .73 .135S+06 5 .60 284 .80 88 .6 5 .92 2582 7 .50 .00865 3 .14 1.45 .67 .122E+06 mm 5 .67 288 .36 61 .4 6 .60 2582 9 .32 .01136 3 .08 2.52 .77 .lllE+06 5 .76 293 . 94 46 .2 7 .79 2582 11 .37 -01566 3 .07 2.31 .90 .103E+06 ma 5 -84 299 .34 51 .8 3 .91 2582 11 .55 .01836 3 .03 2.78 .98 .924E+05 5 .91 307 .24 35 .4 11 .54 2532 13 .17 .02063 2 -67 1.42 .99 .854E+05 m0 5 .98 312 .34 79 .0 6 .32 2532 10 .09 .02033 5 .50 3 .70 .99 .965E+05 6 .05 317 .23 112 .0 6 .66 2532 5 .55 .00440 5 .27 .33 .48 .a53E+05 «^ 6 .08 318 .06 90 .0 5 .66 2582 6 .94 -00635 5 .38 .60 .60 .778E+05 6 .12 319 .38 92 .5 5 .17 2582 7. .58 .00943 5 .55 .74 .70 .722E+05 mm 6 .16 321 .33 92 .0 5 .36 2582 7 . ,34 .00355 5 .48 .65 .66 .671E+05 6. .19 323 .49 229 .2 6, .13 2582 5 , .42 .01027 5 .48 .67 .66 .531E+05 •mm 6. .22 324 , 90 133. .5 5. ,45 2582 6. .06 .00767 5 , ,53 .41 .61 .514E+05 6 . ,26 326 . ,44 137. .7 4. .37 2582 6, .11 .00781 5 , ,46 .43 .61 .460E+05 mm 6 . ,28 327. ,13 130. ,0 4. .69 2582 6, .13 -00725 5. .42 .39 .60 .416E+05 5. .30 323, ,10 128. ,9 4, ,31 2582 6, ,14 -00725 5, ,64 .40 .60 .382E+05 6. .34 329, ,47 122, ,9 4. .80 2582 6. .08 .00660 5, .89 .33 .58 .346E+05 6. .39 331. ,29 194, ,6 4, ,57 2582 5. ,19 .00711 6, ,29 .41 .57 .285E+05 mm 6, .46 333 , ,46 118, ,2 5, , 77 2582 5. ,74 .00527 3 , 23 .18 .52 .209E+05 6. .52 335. .64 164 , ,3 3. ,42 2582 5. .51 -00694 3. 29 .24 .58 .135E+05 6. 60 338. 25 108. ,1 5. ,22 2582 6. 49 -00638 3. ,24 .19 .60 .210S+OS KM 6. 74 343 . 94 109. .0 6. ,13 2582 6. 79 .00809 3. .51 .19 .64 .212E+05 6. 34 347. 39 lis. 6 6. 66 2582 5. 95 .00564 4 . 27 -14 .54 .128E+05 mm 6. 96 364. 63 48. 1 8. 63 2532 11. 78 .01831 2. 53 .00 .97 .OOOE+00 7. 07 376. 42 112. .3 5. 42 2582 8. 31 .01636 3-IB .00 .88 .OOOE+OO ID m 24 SECTION 6. 96 TIME = 114.05 HRS WS = 364 .63 WIDTH = 48.1 mm 2 DZ TDZ Y 2 OZ TDZ Y Z DZ TDZ Y mm 335, ,00 .00 .00 300. .0 332, .50 .00 .00 325.0 380 . .00 .00 .00 350. ,0 379, ,15 .00 -00 367. .5 373, ,30 -00 .00 385.0 377, 50 .00 .00 402. .5 376, ,70 .00 -00 420, ,0 375. ,35 .00 .00 437.5 375 . .00 .00 .00 455 . ,0 367. ,50 . 00 .00 472, ,5 360. ,00 .00 .00 490.0 356. .00 .00 .00 500. .0 360, .00 .00 -00 515. ,0 367, .50 .00 .00 535.0 375. 00 . 00 . 00 555. , 0 330 , .00 .00 .00 572 , ,5 385. .00 .00 .00 590 .0 ID 23 SECTION 6-84 TIME ' 114.05 HRS WS 347-39 WIDTH = 115.6 Z DZ TDZ Y Z DZ TDZ Y z DZ TDZ Y 365 . ,00 .00 .00 200, .0 363 .75 .00 .00 221 .0 362. .50 .00 .00 242 . .0 361. .25 .00 .00 263 , .5 360 .00 .00 .00 285 .0 358 . ,75 .00 -00 306. .0 357. ,50 .00 .00 327, ,0 356. .25 .00 .00 348 .5 355 . ,00 .00 .00 370. .0 348 .66 .00 -1.34 399, .7 347 .92 .00 -1.23 416. .4 346. .62 .00 -1.63 432, ,9 345 ,30 .00 -2.20 449. ,5 343 .62 .00 -3 .08 466 .0 341, ,88 .00 -3.97 483, ,0 mm 340. .96 .00 -4 .04 500. .0 340. .73 .00 -4.27 515 .2 348. ,13 .00 -1.87 541, ,4 355 .00 .00 .00 565. ,0 357 .50 .00 .00 592 .0 360. ,00 .00 .00 620, ,0 360 .60 .00 .00 642, ,5 361. .20 .00 .00 665 .0 361, .35 .00 -00 687. ,5 362 .50 .00 .00 710. ,0 363. .10 .00 .00 732 .5 363. ,70 .00 .00 755 . ,0 mm 364. .35 .00 .00 777. .5 365. .00 .00 .00 800. .0 ID 22 SECTION 6 .74 TIME - 114.05 HRS WS 343 .94 WIDTH 109.0 D-24 •m Z 02 TDZ Y 2 DZ TDZ Y z DZ TOZ Y 360 .00 .00 .00 .0 359 .15 .00 .00 20 .5 358 .30 .00 .00 41 .0 * 357 .50 .00 .00 62 .0 356 .70 .00 .00 83 .0 355 .85 .00 .00 104 .0 355 . 00 .00 .00 125 .0 354 .15 .00 .00 145. .5 353 .30 .00 .00 166 .0 •\m 352 .50 .00 .00 187. .0 351 .68 .00 -.02 203 .0 350 .78 .00 - .07 229 .0 349 .87 .00 - .13 249. .9 349 .28 .00 -.07 271 .9 348 .66 .00 -.04 294 .0 -m 348 .09 .00 - .01 316. .5 347, .50 .00 .00 . 339 .0 346 .93 .00 .08 361. .0 346. .27 .00 .07 383. ,0 345, .65-.^0 .05 405 , ,6 344 , .78 .00 -.22 428. .0 •4m 343 . .49 .00 - .51 446. .2 341, .10 ' .00 -1.90 464. .2 337. ,87 .00 -4.13 482. ,0 337. .80 .00 -3.20 500, ,0 340, ,76 .00 -2.24 526. .3 344, .81 .00 -.19 554. . 9 347. .28 .00 - .22 583, ,1 349, .83 .00 -.17 611, ,1 351, .20 .00 - .05 630. .0 352 . .50 .00 .00 649, ,0 353, ,75 .00 .00 668. ,5 355, ,00 .00 .00 688, . 0 mm 355, ,60 .00 .00 703. .0 356. ,20 .00 .00 728. ,0 356, .85 .00 .00 748. .5 357, ,50 .00 .00 769, ,0 358. ,10 .00 .00 789. .0 358. .70 .00 .00 809. 0 359. .35 .00 .00 829. ,5 360. 00 .00 .00 850. 0 ID mm 21 SECTION 6, .60 TIME * 114.05 HRS WS = 338.25 WIDTH 3 108 .1 ••n Z DZ TDZ Y Z DZ TOZ Y Z DZ TDZ Y mm 355 . .00 .00 .00 405. .0 350 .00 .00 .00 421. ,0 345 .00 .00 .00 437 .0 340. ,71 .00 .71 454. ,1 334 .17 .00 - .83 470, ,4 333. .03 .00 1.03 500. .0 333 . ,36 .00 -1.64 529. ,9 337. .42 .00 - .08 559. .5 340. .28 .00 .28 539. .7 341. ,19 .00 .34 612. ,7 341. .84 .00 .14 635 . .9 342 . ,60 -00 -10 653, .9 <mi 343 . .36 .00 .06 632. .0 344 . .18 .00 .03 705. .0 345 . ,00 .00 -00 723, .0 347. .50 .00 .00 749. .0 350. .00 .00 .00 770. .0 350, ,40 .00 .00 791, ,5 350 , .80 .00 .00 813 . .0 351. .25 .00 .00 834. 5 351, ,70 -00 .00 356, ,0 352 . .10 .00 .00 877. .5 352. .50 .00 .00 399. 0 352, .90 -00 .00 921. ,0 •mm 353 . .30 .00 .00 943. 0 353. ,75 .00 .00 964 . 5 354 . ,20 .00 .00 986. .0 354. 60 .00 .00 1003. 0 355. .00 .00 .00 1030 . 0 ID mm 20 SECTION 6. .52 TIME =- 114.05 HRS WS = 335.64 WIDTH = 164 .3 Z 02 TDZ Y Z OZ TDZ Y Z DZ TDZ Y 355, ,00 .00 .00 180. ,0 354 .00 .00 .00 202. .5 353, .00 .00 .00 225 .0 mm 345. ,00 -00 .00 240. ,0 342 .43 .00 -.07 267, ,0 333, .78 .00 -1.22 294 .1 338, ,78 .00 - .37 316. ,4 338 .27 .00 - .03 337, .3 337, .46 .00 - .03 359 .2 MM 336. .97 .00 .27 380, ,8 336 .33 .00 .48 402. .8 335, .80 .00 .80 424 .8 332. .54 .00 2.54 435, ,0 332. .38 .00 3 .38 450. ,0 332, ,33 .00 2 .33 460 .0 mm 332. ,22 .00 3.22 480. .0 332. .26 .00 4 .26 500. ,0 332. ,40 .00 3.40 525. .0 332. .54 .00 2.54 550, .0 333 . .95 .00 1.45 567. ,5 334. .04 .00 - .96 586 .4 -mm 338 . .78 .00 -1.22 595. .9 342. .43 .00 -.07 617. ,5 345. .00 .00 .00 640. .0 350 . .00 .00 .00 650. .0 350. .60 .00 .00 670. .5 351, ,20 .00 .00 691, .0 351. 85 .00 .00 711. .5 352 . .50 .00 .00 732 . 0 353 . ,10 .00 .00 752 , ,5 353 . .70 .00 .00 773. .0 354. .35 .00 .00 794 . 0 355. .00 .00 .00 315 , .0 ID 19 SECTION 6.46 TIME = 114.05 HRS WS = 333.46 WIDTH = 118-2 DZ TDZ OZ TOZ DZ TDZ 350, .00 .00 .00 195. .0 347. .50 .00 .00 211, .0 345, .00 .00 .00 227. ,0 •mm 342, .50 .00 .00 243 .5 340, ,07 .00 .07 260 .0 339, .55 .00 .20 281. ,6 333 .91 .00 .21 303, .1 338, ,31 .00 -21 325, .1 337, .70 .00 .20 347, ,2 336 .99 .00 .14 369, .2 336, ,23 .00 .03 391, .2 335, .50 .00 - .10 413, ,2 334 .61 .00 -.39 435, .3 327, ,69 .00 -4.31 449, .6 333 , .56 .00 -1.44 470, ,0 mm 327, .69 .00 -5.81 499, .6 327, ,69 .00 -4 .31 530, .0 329, .63 .00 -3 .87 546, ,4 335 .23 .00 .23 561, .3 340, ,02 .00 -02 585, .0 341. ,25 .00 .00 607, .5 342 .50 .00 .00 630 .0 343, ,75 .00 -00 652 , .5 345. .00 .00 .00 675 , .0 350 .00 .00 .00 695, .0 ID 18 SECTION 6.39 TIME 114.05 HRS WS 331.29 WIDTH 194.6 D-25 DZ TDZ DZ TDZ DZ TDZ 342.00 323.91 328.89 326.93 328.50 337.66 339.30 ID .00 .00 .00 .00 .00 .00 .00 .00 -5.22 -1.41 .83 -1.80 - .04 .00 296.0 377.6 449.0 488.0 519.2 581.0 640.0 339.38 328.89 328.02 326.71 330.67 338.30 341.70 .00 .00 .00 .00 .00 .00 .00 .00 -2 .61 -1.63 1.91 -2.53 .00 .00 324 403 469. 508. 538 . 605. 661, 335.91 328.89 327.11 326.74 330.68 339.05 343.60 .00 .00 .00 .00 .00 .00 .00 - .84 -2 .01 - .59 .34 -4.77 .00 .00 ID ID 352 .0 429.0 471.0 511.0 561.8 622.5 691.0 17 SECTION 6. .34 TIME => 114.05 HRS WS -329.47 WIDTH 122.9 mm Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y •ma 346. .00 .00 .00 275 .0 344 .00 .00 .00 295 .0 342 .00 .00 . 00 313 366 . 0 340 . .00 .00 .00 327 .0 338.00 .00 .00 345 .0 334 , .36 .00 -1.64 313 366 .0 , 7 mm 331. .29 .00 -3 .71 380. ,2 331.28 .00 -2.72 397 .3 331, ,28 .00 -1.72 413 . .0 , 7 330 , .88 .00 -.62 441. ,8 329.60 .00 - .80 464 ,2 324 , ,70 .00 -3 .30 473 . , 0 ma 324 , .67 .00 -2 .03 474, ,0 324.67 .00 - .13 480, ,0 324 , ,74 .00 -1.16 502, .0 .0 0 324. 30 .00 -2 .60 511, .0 324.96 .00 -2.14 537, ,0 326. 65 .00 -2.75 540, .0 .0 0 mm 327. 08 .00 -3 .92 560. .6 328.51 .00 -4.09 533. ,1 334 . 36 .00 -1.64 609. .0 .0 0 338 . 00 .00 .00 636. 0 338.50 .00 .00 645. 0 338 . 50 .00 .00 651. 0 mm 339. 30 .00 .00 671. 0 342.30 .00 .00 681. 0 344. 10 .00 . 00 705. 0 344 . 60 .00 .00 722. 5 345.10 .00 .00 740. 0 345 . 40 .00 .00 744. 0 16 SECTION 6. ,30 TIME = 114.05 HRS WS = 328.10 WIDTH 128 .9 mm Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 339 .00 .00 .00 433 .0 324.19 .00 -4.71 458.0 323 , .79 .00 -3.31 482 . 0 *mk 323 . ,79 .00 -1.91 487, ,0 323.81 .00 -1.39 497.0 323, .83 .00 -2.67 500 . 0 mm 324 . .47 .00 -3 .02 512, ,0 325.17 .00 -2 .48 527.5 325, ,17 .00 -2.63 543 , , 0 ^m 325 . .19 .00 -4.01 565, ,7 330.18 .00 -.73 590.7 333 , .13 .00 .41 617. , 2 334. .72 .00 .24 644. ,2 336.24 .00 .00 671.2 338 . ,00 .00 .00 693. . 0 339. .77 .00 .00 720. 0 341.53 .00 .00 742 .0 343. .30 .00 .00 764. . 0 344 . 65 .00 .00 782. 0 346.00 .00 .00 800.0 .00 764. imm 15 SECTION 6 .28 TIME a 114.05 HRS WS = 327.13 WIDTH a 130.0 -Z DZ TOZ Y Z DZ TOZ Y Z DZ TDZ Y 350 .00 .00 .00 420 .0 336 .37 .00 -3.63 440-0 325. .66 .00 -4-34 456 . 2 322. .44 .00 -4 .76 470. ,0 322. .44 .00 -2.46 478 .0 322. .44 .00 - .76 498 . 0 •mm 322 . . 44 .00 -3 .46 506. ,0 322 . ,59 .00 -3 .31 511.0 322. .44 .00 -2 .96 520 . 0 324. .42 .00 -2 .28 535, ,0 325. ,10 .00 -2.40 547.0 325 , .11 -00 -2.99 555 . . 0 325 , .12 .00 -4 .88 568. .5 326. .64 .00 -5.36 581.5 330. 26 .00 -2.74 599. .6 mm 334. .12 .00 .12 614 , .9 335 , ,02 .00 .02 633 .5 336. 00 -00 .00 652, ,0 333. 00 .00 .00 672 . .0 340, .00 -00 .00 635 .0 341. 00 .00 -00 707 . , 5 342. 00 .00 ,00 730. 0 343 . .00 .00 .00 746.0 344. 00 .00 .00 762 . 0 ID mm 14 SECTION 6. 26 TIME = 114.05 HRS WS = 326.44 WIDTH 275-4 Z DZ TOZ Y 2 02 TDZ Y Z DZ TDZ Y 340 .00 .00 .00 340, .0 329 .70 .00 -. .30 367 .1 329 .20 .00 _ .61 368 . 5 mm 328. .47 .00 -1 .12 370, .5 324 .93 .00 -4 .27 380 .3 323 .85 .00 -4 .96 392 . 0 323 .79 -00 -4 .71 400, .0 323 .75 .00 -4 .35 408 .0 322 .42 .00 -5 .28 417 .0 mm 322. .30 -00 -5 .50 426, .0 322. .47 .00 -5 .53 436 .0 322. .34 .00 -5 .76 446 .0 321, .58 .00 -5, .32 454 , .0 321, .58 .00 -4 . .12 463 .0 321, ,53 .00 -4. .12 471. ,0 321 ,58 .00 -4 ,22 480, .0 321. .63 .00 -4. ,17 488. ,0 321, ,73 .00 -4 .17 497. .0 321. .84 .00 -4 . .06 506. .0 321. ,94 .00 -4 . .06 515 . ,0 322, ,05 .00 -4 , ,05 525. .0 322. .16 .00 -3, .94 535, .0 322, ,27 .00 -3 . .93 545. ,0 324, ,60 .00 -3. ,30 552, .0 324 . ,73 .00 -4 , ,87 559. .0 324. ,77 .00 -5. .23 569. ,0 324 , .30 .00 -5. ,20 577. .0 mm 324. .34 .00 -5. ,16 585. .0 324. .87 .00 -5, ,13 593. ,0 324. ,90 .00 -5. .10 602. .0 D-26 324 .93 325.01 329.43 333 .96 ID .00 -5.07 .00 -4.99 .00 -.57 .00 .96 610.0 636.0 659.7 684.9 324.97 .00 325.36 .00 331.79 .00 340.00 .00 -5.03 619.0 -4.64 648.5 1.79 666.2 .00 700.0 324.99 329.28 333.42 .00 .00 .00 -5.01 - .72 1.92 ID ID 627.0 659.3 674 .0 13 SECTION 6. 22 TIME = 114.05 HRS WS = 324.90 WIDTH = 277.1 ** Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y -wr 340 .00 .00 -00 365 .0 330.98 .00 -.02 383 .1 329 .47 .00 -1 .23 389 .6 328 .19 .00 -2 .21 395. .9 325.72 .00 3 .12 404 .5 323 .41 .00 1 .01 413 .4 •mi 321 .26 .00 -1 .04 422. .0 319.45 .00 -2 .65 431. .0 319 .46 -00 -4 .14 439 .0 319 .46 .00 -5 .54 447. ,0 319.47 .00 -7 .03 455. ,0 319. .48 .00 -7 .12 462 . . 0 •mm 319. .43 .00 -7 .22 470. .0 319.49 .00 -7, .31 477. ,0 319, ,80 .00 -7 .10 485 . .0 320. .47 .00 -6 .43 493, ,0 320.49 .00 -6, .31 501, .0 321, ,09 .00 -5 .71 509. ,0 •mm 321, ,13 .00 -5 .57 517, ,0 321.65 .00 -5, ,05 525, ,0 . 321. ,27 .00 -5 .23 533 . . 0 320 . .60 .00 -5. .60 541, ,0 320.42 .00 -5. ,58 549. ,0 320. .00 .00 -5. ,70 557. 0 mm 320. ,04 .00 -5 ,46 566, ,0 321.17 .00 -4. .53 575 , .0 322. .44 -00 -3. ,36 534 . 5 323 , ,32 .00 -2, ,18 593. ,9 324.12 .00 -2. ,03 603. 2 324. 13 .00 -2. .27 612. 7 •m. 324 , .13 .00 -2, ,47 621. ,8 324.14 .00 -2, .66 630. 9 324 . 14 .00 -2. .86 639. 0 324. .14 .00 -3. .16 647. 0 324.15 .00 -3 , .35 656. 0 324. 15 .00 -3. .65 664. 0 •mm 324. 15 .00 -3 . .85 673. 0 324.30 --.01 -3. .40 681. 3 325. 93 -00 -1. 46 690-6 327. 72 .00 .62 697. 6 340.00 .00 .00 725 . 0 690- 12 SECTION 6. 19 TIME =,114.05 HRS WS » 323.49 WIDTH = 229.2 Z OZ TDZ Y Z DZ TOZ Y Z DZ TDZ Y 348 ,00 .00 .00 391 .0 340.19 .00 - .81 413.0 328 . .01 .00 -5.44 429. ,8 317. .38 - .01 -8.52 449. .6 317.35 • -.01 -7.25 476.0 317. ,40 -.01 -5.30 479. .0 317. .41 - .01 -6.79 488. .2 322.04 .00 -3.16 498 .9 322. ,17 .00 -1.63 518. .8 322 , .24 .00 -3 .16 527. ,6 322.40 .00 -4.00 557.0 322, ,50 .00 -4 .25 580. .0 322 , .61 .00 -4.49 603. ,0 322 .62 .00 -4.58 604.0 322 , ,72 .00 -5 .28 611. .9 322. .73 .00 -6-27 636. ,1 322.77 .00 -7.23 665.7 330. .69 .00 -1.31 684 , .8 334 . 00 .00 .00 705. .0 336.00 .00 .00 732.0 338. .00 .00 .00 760. .0 m 11 SECTION 6. .16 TIME = 114.05 HRS WS = 321.33 WIDTH 92.0 MM Z DZ TDZ Y Z D2 TOZ Y Z DZ TDZ Y •i 346 .00 .00 .00 367 .0 339. .00 .00 ,00 388, .5 332. .00 .00 .00 410 . .0 332 .50 .00 .00 414. .0 327, ,03 .00 2. ,03 446. .7 319. .08 .00 -5 .12 458. .5 •mi 318. .03 .00 -5 .07 481. .5 317, ,78 .00 -4, ,22 497, .0 315 . .97 .00 -5 .33 503. .0 316 . .01 .00 -5 .59 509. ,0 316, ,02 .00 -6, ,18 510, .0 316. .06 .00 -6.34 516, ,0 316 . , 09 .00 -a. .32 520. .6 316 , .96 .00 -8 . . 24 540. . 7 326 . .93 .00 - . 07 555 . , 2 327. ,36 .00 .41 570. .7 328. .09 .00 1, ,19 535. .9 328. ,69 .00 1.59 599. ,3 329 . ,39 .00 1. .69 610, ,9 330, .13 .00 ,83 640. 5 330. .43 -00 -83 643 . .5 mm 332. ,00 .00 .00 671, ,0 332 , .50 .00 ,00 700. 0 333. .00 .00 .00 729. 0 m 333 . .50 .00 ,00 758. ,0 334 . .00 .00 .00 787. .0 ID 10 SECTION 6.12 TIME = 114.05 HRS WS = 319.33 WIDTH = 92.5 DZ TOZ DZ TDZ DZ TDZ 344.00 .00 .00 336. .0 337. ,00 .00 .00 359, .0 330. .00 ,00 .00 382, ,0 328.35 .00 1, .45 403. ,4 326. .90 .00 3 .10 427, .9 326. .73 .00 3 . .23 428 , ,1 mm 316.99 .01 -6, .01 444 . ,0 314. .76 - .01 -7. .84 463 , ,0 314. .40 -.01 -7. .29 479. .0 314.19 - .01 -6 .31 496. ,0 315. .76 - .01 -4 . ,04 503 , ,0 316. .01 -.01 -3 . ,99 510. .0 urn 316.07 - .01 -5 .03 512. ,0 316. .25 - .01 -4 , .45 518 , ,8 319. .01 .01 -6. ,39 531, ,9 324.56 .00 -2 .34 541. ,7 328. .29 .00 1, .39 556. ,2 331. .00 .00 ,00 571, .0 mm 342.00 .00 .00 598, ,0 ID 9 SECTION 6.08 TIME = 114.05 HRS WS 318.06 WIDTH 90.0 D-27 DZ TDZ 340 .00 .00 .00 393 .0 312 .42 .01 -8 .58 450. .5 312 .41 .01 -4 .49 467. .0 312. .42 .01 -6 .98 480, ,0 313 . .53 .01 -5 .57 487, .4 318 . ,53 .00 .02 520. .0 320, ,64 .00 1. .24 549. 1 333 , ,80 .00 .00 577. .0 '1 344. .00 .00 .00 636. 0 ID 8 SECTION DZ 6.05 TDZ z OZ TOZ Y Z D2 TDZ Y 328.40 .00 -1.60 411. .0 313 .45 .00 -9.25 432 .4 312.42 .01 -7.08 454. 0 312 .41 .01 -6.69 465 .0 312.41 .01 -4.59 472. 0 312. .41 .01 -7.09 477. .0 312.42 .01 -5.38 482 . 0 312. ,55 .01 -S.35 486, ,0 317.35 - .01 -2.65 507. 6 317, ,36 -.01 -1.44 510. .0 319.04 .00 -1.06 522. 8 319, ,32 .00 - .38 535. .6 325.20 .00 -1.30 562. 9 330. 36 .00 -1.64 570. 0 333.80 -.00 .00 592. 0 333. 90 .00 .00 614 . 0 - 114.05 HRS WS > 317.23 WIDTH 112.0 Z DZ TDZ Y Z 02 TDZ Y 338 .00 .00 .00 424 .0 316.56 -.01 -13 .44 435, .0 316. .56 - .01 -11 .34 446 . 2 316 .54 .00 -2 .16 452, .1 314.99 .00 .39 467, .9 310 .70 .00 -1. .40 474 .4 310. .60 .03 -1 .60 431. .0 310.60 .03 -3 .00 485, ,0 311, .34 .00 -1, .96 511. .0 312 . ,56 .00 -1, .74 540. ,2 324.05 .00 -6, .34 556, ,0 325. .76 -.01 -5, .34 558 .3 326, ,29 - .01 -1, ,12 559, ,1 328.00 .00 ,00 571, ,0 327. .80 .00 .00 590, . 0 327, , 90 .00 ,00 606. ,5 328.00 .00 ,00 623. ,0 340. ,00 .00 ,00 644 , ,0 10 7 SECTION 02 5.98 TIME TD2 114.05 HRS OZ WS TDZ 312.34 WIDTH 79.0 02 TDZ ma 350 .00 .00 .00 330 .0 345. .00 .00 .00 347 .0 340 .00 .00 .00 364 . 0 335 .00 .00 .00 381 .0 330. .00 .00 .00 393 .0 321. .57 .00 -3 .43 413 .9 m 312 .83 .00 -7 .17 425. ,9 312. .82 .00 -2 .18 449. .3 312. .82 .00 2 .32 474 . . 9 306 ,02 - .09 -2 .48 483. .1 305. .92 -.11 -1. .08 500. ,0 305. ,99 -.09 -2. ,51 509. .9 ma 311. .33 - .01 1, ,33 524. .0 311, ,36 .00 -6. .14 553, ,4 320. .53 .00 -4 . ,47 567. .3 329. .76 .00 -3. .54 580, .0 341. ,70 .00 ,00 597. .0 350. .00 .00 ,00 615. .0 ID 6 SECTION DZ 5.91 TIME TDZ 114.05 HRS OZ WS TOZ 307.24 WIDTH 35.4 DZ TDZ 350 .00 .00 .00 343 .0 341 .70 .00 .00 368. .0 333 .30 .00 .00 339 .0 m 325 .00 .00 .00 410 .0 320 .39 .00 .39 430. ,2 319 .37 .00 4 .37 447. .6 m 316. .69 .00 6. .69 464 .2 302 .89 .04 -2.11 490, ,7 302. .62 .05 -1 .38 490 ,9 m 295 . . 91 .03 -7, ,09 500 ,0 295, ,75 .05 -9.25 500, .3 317. .06 .00 7. .06 532. ,6 319. .79 .00 2, ,29 550, .6 325. .00 .00 .00 567, .0 333 . .30 .00 ,00 581. ,0 mt 341, ,70 .00 ,00 596, .0 350, .00 .00 .00 611. .0 ID 5 SECTION 02 5.84 TIME TOZ 114.05 HRS OZ WS = 299.34 WIDTH = 51.8 TDZ Y Z DZ TDZ 337. .00 .00 .00 370, .0 331. .00 .00 -00 385 .0 325 .00 .00 ,00 318. .30 .00 .00 417, ,0 311, ,70 .00 .00 434. ,0 307, .92 .00 2. .92 299. .24 .00 -3.26 467, ,2 293. .53 -.04 -6.42 490. ,6 290. ,39 - .04 -8. .61 298. .44 .00 -1.56 517. .6 309. ,33 .00 -3 .17 532 . ,9 323 . ,89 .00 -1, ,12 337, .00 .00 .00 570. .0 400 454 500 553 . ID 4 SECTION 337.00 325.00 297.45 286.19 DZ .00 .00 .00 .01 5.76 TIME - 114.05 HRS TDZ .00 .00 -2.56 -7.81 350.0 410.0 451.2 489.3 333.00 316.29 297.33 286.16 DZ .00 .00 .00 .01 WS > TDZ .00 - .41 -.17 -6.84 293.94 370.0 425.0 468.1 500.4 WIDTH 329.00 305.40 236.64 291.54 46.2 DZ .00 .00 .01 .00 TDZ .00 -2.90 -8 .36 -3.46 390.0 440.0 485.8 512.4 D-28 298 .42 .00 -1.58 533 .8 303.75 .00 -3.74 548.0 322 .55 .00 -2.46 567 .0 337 .00 .00 .00 585 .0 ID 3 SECTION 5. .67 TIME = 114.05 HRS WS = 283.36 WIDTH = 61.4 2 02 TOZ Y Z DZ TDZ Y Z OZ TDZ Y 350 .00 .00 .00 373 .0 336.27 ' .00 -1.24 386.0 326 .11 .00 1.12 400 . 0 316 .70 .00 .00 416. .0 308.30 .00 .00 432.0 297 .91 .00 -2.09 448 .0 287 .44 - .03 -7.56 463 .5 286.10 .01 -3.90 474 .2 281 .79 .02 -3.21 490 .3 281 .78 .02 -2.22 500 .0 281.82 -.02 -3.18 514.3 289 .88 -00 - .11 525 . 8 295 .70 .00 -4.30 534. .5 308.38 .00 -4.12 552.0 321. ,45 .00 -3.55 570 . 0 ml 333 .06 .00 -.24 586 .0 341.70 .00 .00 603.0 350, ,00 .00 .00 620. ,0 mm ID mk 2 SECTION 5. .60 TIME = 114.05 HRS WS « 284.80 WIDTH -38.6 2 DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y mm 325. .00 .00 .00 365. .0 311.19 .00 -1.31 384.0 297. 40 .00 -2.60 403. .0 mm 290 . .77 .00 -4.23 412. .1 286.87 .00 -3.12 417.5 286-79 .00 -.71 435. 3 286. 78 .00 1.78 447. 9 281.04 .00 -2.26 457.9 278. 91 .02 -2.79 476. 4 278. 90 .02 -1.10 490. 0 278.90 .02 -1.10 502 .7 282. 39 .02 - .12 516. 6 284 . 74 - .01 - .26 539. 8 288.73 -.01 -3 . 77 545.3 293. 61 .00 -6.39 552 . 0 mm 308. 13 .00 -4 .37 572 . 0 325.00 .00 .00 593-0 D-29