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; Macario Canyon Hydraulic / Sediment Analysis; Macario Canyon Hydraulic / Sediment Analysis; 1988-11-17
M P m m HYDRAULIC / SEDIMENT ANALYSIS FOR MACARIO CANYON November 17, 1988 Job Number 10490 j | NO. sziiss •-; Dennis C. Bowling, RCE #3283-8-C'exp. 6/90 RICK ENGINEERING COMPANY WATER RESOURCES DIVISION 5620 FRIARS ROAD SAN DIEGO, CA 92110 TABLE OF CONTENTS p m Introduction 1 Hydrologic Methodology and Criteria 5 Hydrologic Results 5 Hydraulic Methodology and Criteria 7 Hydraulic Results 7 Sedimentation Methodology 9 Fluvial Analysis 9 Summary 10 Figures Figure 1: Vicinity Map 2 Figure 2 : Proj ect Location 3 Figure 3 : Land Use Map 4 Figure 4: HEC-1 Drainage Basin Map 6 Tables Table 1: Summary of Discharges 5 Table 2: Water Surface Elevations and Velocities 8 100-Year Storm Event Table 3: General Sediment and Scour Depths 10 100-Year Storm Event Appendices Appendix A: Appendix B: Appendix Bl; Appendix C: Appendix Cl: Appendix D: Appendix E: Appendix F: Map Pockets HEC-1 Computer Output 10-, 25-, 50- and 100-Year Events HEC-2 Computer Output: Existing Conditions 10-, 25-, 50- and 100-Year Events 'n'=0.1 HEC-2 Computer Output: Existing Conditions 10-, 25-, 50- and 100-Year Events 'n'=0.045 HEC-2 Computer Output: Proposed Conditions 10-, 25-, 50- and 100-Year Events 'n'=0.1 HEC-2 Computer Output: Proposed Conditions 10-, 25-, 50- and 100-Year Events 'n'=0.045 FLUVIAL-12 Computer Output: Proposed Conditions 100-Year Event FLUVIAL-12 Bed Profile Plot 100-Year Event Local Scour Calculations Bridge Piers and Embankments Map Pocket 1: HEC-2 Cross Section Locations Map Pocket 2: FLUVIAL-12 Cross Section Locations p Ml IP hi INTRODUCTION This report presents a hydrologic, hydraulic and fluvial analysis of Macario Canyon. Macario Canyon is located southeast of Agua Hedionda Lagoon, north of Palomar Airport and west of El Camino Real in the City of Carlsbad (see Figures 1) . The proposed Cannon Road Bridge is located at the downstream end of the canyon near the mouth of Agua Hedionda Lagoon (see Figure 2) . Macario Canyon drains an approximately 1.6 square mile watershed currently consisting of annual grass, open brush and crop lands downstream. Existing industrial and commercial developments are located upstream. Future land use will consist of open space lands and parks downstream within the canyon and proposed residential, industrial and commercial developments upstream (see Land Use Map, Figure 3). Our hydrologic analysis determined the 100-year discharge at the proposed Cannon Road Bridge. The hydraulic analysis shows the water surface elevations and velocites during the 100-year storm event through the canyon and at the proposed bridge location. The purpose of the fluvial analysisis to determine the maximum scour depth, if any, around the proposed Cannon Road Bridge piers and embankments. pi li-?-Aii ffl p II /j^ssg^jur CARLSBAD RESEARCH ,>, \^^K MACARIO CANYON FIGURE 1 VICINITY MAP ^ -;?'/ V 'I k£-TC$y# FIGURE 2 "' •x'-j /vi '( :i / .' PROJECT LOCATION I I I I I I I I I I I I I I I I I I I MACARIO CANYON WATERSHED PROPOSED CONDITIONS OPEN SPACE LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL GOVERNMENT FACILITIES INDUSTRIAL / COMMERCIAL FIGURE 3 HYDROLO6IC METHODOLOGY AND CRITERIA The U.S. Army Corps of Engineers' HEC-1 computer program was used to determine the 10-, 25-, 50- and 100-year storm events within this canyon watershed. The HEC-1 flood hydrograph program has the capabilities to generate hydrographs and route them through natural as well as improved river channels. It also has the ability to model the effects of placing detention basins within the watershed model. Curve numbers used in this study were generated using the procedures as outlined in the San Diego County Hydrology Manual. Proposed land use was determined from the current City of Carlsbad General Plan Map, April, 1987 (Figure 3). Hydrologic soil groups used in this model are based on soil types as outlined in the Soil Conservation Service's Soil Survey for San Diecfo County. The rainfall intensity distribution used was taken from the San Diego County Hydrology Manual. This chart developed the intensity-duration relationships and the 10-, 25- 50- and 100-year 6-hour precipitation for this study area. Hydrologic Results The results of this analysis show a 100-year storm discharge of 1,100 cubic feet per second (cfs) from El Camino Real to the confluence with Agua Hedionda Lagoon (see HEC-1 Drainage Basin Map, Figure 4) . Table 1 shows a summary of discharges for a variety of storm events. The HEC-1 computer output is located in Appendix A. TABLE 1 SUMMARY OF DISCHARGES Storm Event Discharge (yrs) (cfs) 10 315 25 450 50 890 100 1100 MACARIO CANYON WATERSHED FIGURE DRAINAGE BASIN HYDRAULIC METHODOLOGY AND CRITERIA The US Army Corps of Engineers' HEC-2 computer program was used in this study to determine water surface profiles in natural and man-made channels that have steady gradually varied flow. The program requires many input factors including roughness coefficients for the channel boundaries, starting water surface elevations, discharges, and the channel cross sectional geometry. Roughness coefficients were obtained from field investigation and the San Diego County Design and Procedure Manual (Appendix XVI, page 19) for vegetated canyon areas. A value of 0.04 was used in this analysis for the overbank areas. A value of 0.1 was used for the main channel area. In order to determine slope protection for the bridge abutments, an analysis was also made using roughness coefficients of 0.3 for the overbanks and 0.045 for the main channel. A roughness value of 0.04 was used for the fluvial analysis. The starting water surface elevation for this analysis was obtained from the Army Corp of Engineers report on Agua Hedionda Creek, July, 1973. Cross sectional geometry for this analysis was obtained by electronically digitizing points along each cross section. The cross sections were delineated on a topographic map of the area and elevations and stations were recorded to adequately define the channel and surrounding land. The location of the cross sections used in this analysis are shown in map pocket 1. Hydraulic Results The results of the hydraulic analysis show that water surface elevations (using a roughness coefficient of 0.1) and velocities (using a roughness coefficient of 0.045) did not change substantially over the existing conditions. The results of this analysis are shown in Table 1 for both the existing and proposed conditions during a 100-year storm event. The HEC-2 computer output is located in Appendices B, Bl, C and Cl for the existing and proposed 10-, 25-, 50- and 100-year storm events with roughness coeficients of 0.1 and 0.045. The HEC-2 cross section locations are locared in map pocket 1. TABLE 2 m m Cross Section Number Depth (ft) existing/proposed 2.0 3.0 / 3.0 3.0 1.8 / 1.8 4.0 1.9 / 1.9 5.0 1.8 / 1.8 6.0 2.2 / 1.7 7.0 2.1 / 1.4 8.0 3.2 / 3.4 9.0 4.0 / 4.1 10.0 2.8 / 2.8 : 20.0 2.7 / 2.7 ' • 30.0 3.8 / 3.8 40.0 4.4 / 4.4 50.0 5.1 / 5.1 60.0 4.5 / 4.5 70.0 2.6 / 2.6 80.0 3.4 / 3.4 90.0 3.0 / 3.0 100. 3.6 / 3.6 WATER SURFACE ELEVATIONS and VELOCITIES 100-Year Storm Event Water Surface Elevations (ft) (n=0.1) existing/proposed 13.0 / 13.0 13.5 / 13.5 15.4 / 15.4 17.0 / 17.0 18.4 / 17.9 19.6 / 18.9 21.2 / 21.4 22.0 / 22.1 22.6 / 22.6 23.3 / 23.3 24.7 / 24.7 25.4 / 25.4 25.7 / 25.7 25.9 / 25.9 26.4 / 26.4 27.4 / 27.4 28.5 / 28.5 30.1 / 30.1 Velocities (fps) (n=0.045) existing/proposed 1.1 / 1.1 3.6 / 3.4 3.9 / 4.0 3.1 / 3.2 3.5 / 4.4 4.6 / 5.4 4.0 / 3.7 2.9 / 2.9 6.4 / 6.3 2.9 / 2.8 4.0 / 4.0 2.3 / 2.3 1.7 / 1.7 1.7 / 1.7 0.7 / 0.7 2.4 / 2.4 3.0 / 3.0 2.8 / 2.8 SEDIMENTATION METHODOLOGY AND CRITERIA FLUVIAL-12 is a mathematical model, developed by Dr. Howard H. •* Chang, formulated and developed for water and sediment routing in natural and man-made channels. m m This model is applicable to alluvial streams with erodible bed and banks and not only computes sedimentation and erosion of the p bed, but also width changes in the channel bed topography due to ' curvature of the channel as it occurs. While the model is used for the analysis of erodible channels, physical constraints such as bedrock outcroppings, bank protection and grade control m structures may also be specified. in The FLUVIAL-12 model has the following five major components: n (1) water routing ^ (2) sediment routing (3) changes in channel width (4) changes in channel bed profile (5) changes in geometry due to the curvature effect m Applications of this model include evaluations of general scour ^ at bridge crossings, sediment delivery, channel response to sand m and gravel mining, channelization and others. •B Input for this model includes the basic input from the Army Corps HEC-2 computer program, including ground topography, reach m lengths and roughness coefficients. Other input parameters include specific time and discharge values for the hydrograph, ** bank erodibility and soil grain sizes. *• Output from the model includes water surface elevations, *• sedimentation and scour depths, sediment yield and velocities. Fluvial Analysis To determine scour depths in the area of the Cannon Road Bridge, a constant 100-year discharge of 1,100 cfs was routed through the canyon for an approximate duration of two weeks. This was a conservative analysis to determine the maximum general scour depth in the center of the creek that would occur before equilibrium of the creek was reached. It was calculated that at the location of the bridge, a maximum general scour depth of 4.8 feet was measured. The results of this analysis are shown in Table 3. The FLUVIAL-12 computer output is located in Appendix D. The FLUVIAL-12 Bed Profile Plot is located in Appendix E and the FLUVIAL-12 cross section locations are located in map pocket 2. Local scour calculations were also computed in the area of the bridge piers and embankments. The depth of local scour around the piers was calculated to be 6.8 feet, assuming a pier width of 7.0 feet. The local scour at the embankments was calculated to be 6.2 feet. The local scour calculations are shown in Appendix F. m m — H» PI w -* p In PI In -« -•M m* IM IP. IH Cross Section Number 2.0 3.0 4.0 5.0 7.0 9.0 20.0 40.0 60.0 80.0 100. TABLE 3 SEDIMENTATION and GENERAL SCOUR DEPTHS Location is Flowline of Creek 100-Year Storm Event Sedimentation (ft) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J 0.0 0.0 0.0 Scour(ft) 0.0 1.3 4.4 4.8 4.8 4.5 4.8 4.8 1.8 1.6 4.5 (1) This is general scour only and does not include local scour at the bridge piers and abutments. Summary This study calculated a 100-year discharge of 1,100 cfs through Macario Canyon. The HEC-2 analysis proved that impacts to the canyon due to the bridge abutments were minimal. As a result of the fluvial analysis, the general scour depth was calculated to be 4.8 feet below the existing grade. lo The local scour around the bridge piers was calculated to be 6.8 feet. Therefore, the total depth of scour, general scour plus local scour, is approximately 11.6 feet at the bridge piers. The local scour calculated for the bridge embankments was 6.2 feet, therefore, the total scour at the embankments is about 11 feet. The embankments are to be protected with number three backing and this rip rap is to be keyed to a minimum depth of 11 feet below the embankment toe of slope. m M p m APPENDIX A HEC-1 Computer Output M Pi p m 10-YEAR STORM EVENT FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS, AND THE NUMBER OF PLANS ARE REDUCED TO 3 |ff m mm m m HEC-1 INPUT PAGE 1 9M LINE ID 1 2 3 4 5 6 7 8 9 10 *** FREE *** •DIAGRAM M 1 ID MACARIO CANYON 2 ID PROPOSED CONDITION 10 25 50YR 6HR STORMS m 3 ID 8/30/88 gj 4 ID "MACARIO.HC1" 5 ID HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A m 6 ID SCOUR FOR PROPOSED BRIDGE DOWNSTREAM 7 IT 2. 01JAN82 0. 200. •I 8 10 3. ** 9 KK BASIN10 || 10 KM DRAINAGE AREA OF ENTIRE CANYON 11 BA 1.6 Iff 12 IN 15. 01JAN82 ^ 13 PB 1.73 14 PI 0. .0175 .0175 .0225 .0225 .0275 .0275 .0475 .0475 .185 15 PI .185 .05 .05 .04 .04 .0275 .0275 .0225 .0225 .02 P 16 PI .02 .02 .02 .02 .02 M 17 LS 0. 83. 0. 18 UD .29 f" 19 ZZ DM SCHEMATIC DIAGRAM OF STREAM NETWORK INPUTin LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW mm NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOWm 9 BASIN10 (•* i- (***) RUNOFF ALSO COMPUTED AT THIS LOCATION P Hi •I p PI m FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 mm m mm a 10 IT MACARIO CANYON PROPOSED CONDITION 10 25 50YR 6HR STORMS 8/30/88 "MACARIO.HC1" HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A SCOUR FOR PROPOSED BRIDGE DOWNSTREAM OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME HYDROGRAPH TIME NMIN IDATE ITIME NO NDDATE NDTIME DATA 2 1JAN82 0000 200 1JAN82 0638 m, m COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS .03 HOURS 6.63 HOURS 9 KK * BASIN10 * DRAINAGE AREA OF ENTIRE CANYON 12 IN TIME DATA FOR INPUT TIME SERIES JXMIN 15 TIME INTERVAL IN MINUTES JXDATE UAN82 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUNOFF DATA 11 BA SUBBASIN CHARACTERISTICS TAREA 1.60 SUBBASIN AREA PRECIPITATION DATA 13 PB 14 PI STORM 1.73 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN m m mm m tm m •m P m m 17 LS in .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .41 83.00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 18 UD SCS DIMENSIONLESS UNITGRAPH TLAG .29 LAG *** TOTAL PEAK FLOW (CFS) 313. 91. 2351. 459. 77. 14. RAINFALL = TIME (HR) 2.93 292.558. 2159. 1933. 377. 65. 11. *** HYDROGRAPH 1.73, TOTAL (CFS) (INCHES) (AC-FT) 320. 54. 8. *** 922. 1393. 1648. 1335. '266. 225. 46. 38. 5. 3. *** AT STATION BASIN10 LOSS = 6-HR 88. .511 44. 1.21, TOTAL EXCESS MAXIMUM AVERAGE FLOI 24-HR 72-HI 80. 80 .511 .51 44. 44 UNIT HYDROGRAPH 45 END-OF-PERIOD ORDINATES 1874. 2236. 2450. 2515. 2499. 1091. 911. 761. 646. 546. 187. 157. 130. 110. 92. 32. 27. 24. 20. 17. .52 6.63-HR 80. .511 44. CUMULATIVE AREA =1.60 SQ MI RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT BASIN10 313. 2.93 88. 80. 80. 1.60 *** NORMAL END OF HEC-1 *** m 25-YEAR STORM EVENT m FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS, AND THE NUMBER OF PLANS ARE REDUCED TO 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 FREE *** •DIAGRAM 1 ID MACARIO CANYON 2 ID PROPOSED CONDITION 10 25 50YR 6HR STORMS 3 ID 8/30/88 4 ID "MACARIO.HC1" 5 ID HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A 6 ID SCOUR FOR PROPOSED BRIDGE DOWNSTREAM 7 IT 2. 01JAN82 0. 200. 8 10 3. 9 KK BASIN25 10 KM DRAINAGE AREA OF ENTIRE CANYON 11 BA 1.6 12 IN 15. 01JAN82 13 PB 2.0 14 PI 0. .0175 .0175 .0225 .0225 .0275 .0275 .0475 .0475 .185 15 PI .185 .05 .05 .04 .04 .0275 .0275 .0225 .0225 .02 16 PI .02 .02 .02 .02 .02 17 LS 0. 83. 0. 18 UD .29 19 ZZ m SCHEMATIC DIAGRAM OF STREAM NETWORK INPUTm ™ LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW * NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOWu 9 BASIN25 P (***) RUNOFF ALSO COMPUTED AT THIS LOCATION m p p H FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS Of ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 MACARIO CANYON PROPOSED CONDITION 10 25 50YR 6HR STORMS 8/30/88 "MACARIO.HC1" HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A SCOUR FOR PROPOSED BRIDGE DOWNSTREAM 8 10 OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME NMIN IDATE ITIME NO NDDATE NDTIME DATA 2 1JAN82 0000 200 1JAN82 0638 MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME COMPUTATION INTERVAL TOTAL TIME BASE .03 HOURS 6.63 HOURS ENGLISH UNITS 9 KK BASIN25 DRAINAGE AREA OF ENTIRE CANYON 12 IN TIME DATA FOR INPUT TIME SERIES JXMIN 15 TIME INTERVAL IN MINUTES JXDATE 1JAN82 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUNOFF DATA 11 BA SUBBASIN CHARACTERISTICS TAREA 1.60 SUBBASIN AREA PRECIPITATION DATA 13 PB H PI STORM 2.00 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN 17 LS .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .41 83.00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01- .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 18 UD SCS DIMENSIONLESS UNITGRAPH TLAG .29 LAG UNIT HYDROGRAPH 45 END-OF-PERIOD ORDINATES 91. 2351. 459. 77. 14. 292. 2159. 377. 65. 11. 558. 1933. 320. 54. 8. 922. 1648. ' 266. 46. 5. 1393. 1335. 225. 38. 3. 1874. 1091. 187. 32. 2236. 911. 157. 27. 2450. 761. 130. 24. 2515. 646. 110. 20. 2499 546 92 17 HYDROGRAPH AT STATION BASIN25 TOTAL RAINFALL = 2.00, TOTAL LOSS = 1.30, TOTAL EXCESS =.70 PEAK FLOW (CFS) 444. TIME (HR) 2.93 MAXIMUM AVERAGE FLOW (CFS) (INCHES) (AC-FT) 6-HR 118. .687 59. 24 -HR 107. .687 59. 72-HR 107. .687 59. 6.63-HR 107. .687 59. CUMULATIVE AREA =1.60 SQ MI •I RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES IP PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF •f OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE *• HYDROGRAPH AT BASIN25 444. 2.93 118. 107. 107. 1.60 *** NORMAL END OF HEC-1 50-YEAR STORM EVENT tat FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS, AND THE NUMBER OF PLANS ARE REDUCED TO 3 HEC-1 INPUT PAGE 1 P ^ LINE ID 1 2 3 4 5 6 7 8 9 10 *** FREE *** •DIAGRAM I** 1 ID MACARIO CANYON 2 ID PROPOSED CONDITION 10 25 50YR 6HR STORMS P 3 ID 8/30/88 ^ 4 ID "MACARIO.HC1" 5 ID HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A m 6 ID SCOUR FOR PROPOSED BRIDGE DOWNSTREAM 7 IT 2. 01JAN82 0. 200. ** 8 10 3. m 9 KK BASIN50 ID 10 KM DRAINAGE AREA OF ENTIRE CANYON 11 BA 1.6 m 12 IN 15. 01JAN82 |g 13 PB 2.25 14 PI 0. .0175 .0175 .0225 .0225 .0275 .0275 .0475 .0475 .185 15 PI .185 .05 .05 .04 .04 .0275 .0275 .0225 .0225 .02 16 PI .02 .02 .02 .02 .02 ** 17 LS 0. 89. 0. 18 UD .29 P" 19 22 m m SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 9 BASIN50 (***) RUNOFF ALSO COMPUTED AT THIS LOCATION FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 8 10 MACARIO CANYON PROPOSED CONDITION 10 25 50YR 6HR STORMS 8/30/88 "MACARIO.HC1" HEC-1 TO DETERMINE IMPACTS OF MULTI-YEAR STORM AND A SCOUR FOR PROPOSED BRIDGE DOWNSTREAM OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME NMIN IDATE ITIME NO NDDATE NDTIME DATA 2 1JAN82 0000 200 1JAN82 0638 MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME COMPUTATION INTERVAL TOTAL TIME BASE .03 HOURS 6.63 HOURS ENGLISH UNITS 9 KK BASIN50 12 IN DRAINAGE AREA OF ENTIRE CANYON TIME DATA FOR INPUT TIME SERIES JXMIN 15 TIME INTERVAL IN MINUTES JXDATE UAN82 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUNOFF DATA 11 BA SUBBASIN CHARACTERISTICS TAREA 1.60 SUBBASIN AREA 13 PB 14 PI PRECIPITATION DATA STORM 2.25 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN •" IP" m •* Ml m PPIg p 17 LS Pi m .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 18 UD SCS DIMENSIONLESS UNITGRAPH TLAG .29 LAG UNIT HYDROGRAPH 45 END-OF-PERIOD ORDINATES 91. 2351. 459. 77. 14. 292. 2159. 377. 65. 11. 558. 1933. 320. 54. 8. 922. .1648. ,'. 266- 46- 5. 1393. 1335. 225. 38. 3. 1874. 1091. 187. 32. 2236. 911. 157. 27. 2450. 761. 130. 24. 2515. 646. 110. 20. 2499 546 92 17 TOTAL RAINFALL = •*' m PEAK FLOW (CFS) 890. TIME (HR) 2.90 (CFS) (INCHES) (AC-FT) 6-HR 211. 1.227 105. HYDROGRAPH AT STATION BASIN50 2.25, TOTAL LOSS = 1.01, TOTAL EXCESS = MAXIMUM AVERAGE FLOW 24-HR 72-HR 191. 191. 1.227 1.227 105. 105. CUMULATIVE AREA = 1.60 SQ MI 1.24 6.63-HR 191. 1.227 105. PI RUNOFF SUMMARY ji FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF ID OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE m HYDROGRAPH AT BASIN50 890. 2.90 211. 191. 191. 1.60 *** NORMAL END OF HEC-1 *** 100-YEAR STORM EVENT m m m m FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 51ZK VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS, AND THE NUMBER OF PLANS ARE REDUCED TO 3 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 FREE *** •DIAGRAM 1 ID MARCARIO CANYON 2 ID PROPOSED CONDITION 100 YR 6HR STORM 3 ID 3/02/88 4 ID "MARCARIO" 5 ID HEC-1 TO DETERMINE IMPACTS OF 100-YEAR STORM AND A 6 ID SCOUR FOR PROPOSED BRIDGE DOWNSTREAM 7 IT 2. 01JAN82 0. 300. 8 10 3. 2. 9 KK BASIN1 10 KM DRAINAGE AREA OF ENTIRE CANYON 11 BA 1.6 12 IN 15. 01JAN82 13 PB 2.54 14 PI 0. .0175 .0175 .0225 .0225 .0275 .0275 .0475 .0475 .185 15 PI .185 .05 .05 .04 .04 .0275 .0275 .0225 .0225 .02 16 PI .02 .02 .02 .02 .02 17 LS 0. 89. 0. 18 UD .29 19 ZZ SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 9 BASIN1 (***) RUNOFF ALSO COMPUTED AT THIS LOCATION FLOOD HYDROGRAPH PACKAGE HEC-1 (IBM XT 512K VERSION) -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 8 10 MARCARIO CANYON PROPOSED CONDITION 100 YR 6HR STORM 3/02/88 "MARCARIO" HEC-1 TO DETERMINE IMPACTS OF 100-YEAR STORM AND A SCOUR FOR PROPOSED BRIDGE DOWNSTREAM OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL I PLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT IP tn HYDROGRAPH TIME NMIN IDATE ITIME NO NDDATE NDTIME DATA 2 1JAN82 0000 300 1JAN82 0958 COMPUTATION INTERVAL TOTAL TIME BASE MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME .03 HOURS 9.97 HOURS ENGLISH UNITS 9 KK BASIN1 12 IN DRAINAGE AREA OF ENTIRE CANYON TIME DATA FOR INPUT TIME SERIES JXMIN 15 TIME INTERVAL IN MINUTES JXDATE 1JAN82 STARTING DATE JXTIME 0 STARTING TIME 11 BA SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA 1.60 SUBBASIN AREA 13 PB 14 PI PRECIPITATION DATA STORM 2.54 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN " Ml m m m m m m M m m mi ma P 18 UD i m m .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 AREA .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 SCS DIMENSIONLESS UNITGRAPH TLAG .29 LAG 1 IU T *** T uvnonnoADU m 45 END-OF-PERIOD ORDINATES 91. 2351. 459. 77. 14. 292. 2159. 377. 65. 11. 558. 1933. 320. 54. 8. 922. 1648. !266. 46. 5. 1393. 1335. 225. 38. 3. 1874. 1091. 187. 32. 2236. 911. 157. 27. 2450. 761. 130. 24. 2515. 646. 110. 20. 2499 546 92 17 HYDROGRAPH AT STATION BASIN1 TOTAL RAINFALL = 2.54, TOTAL LOSS = 1.05, TOTAL EXCESS =1.49 PEAK FLOW (CFS) 1081. TIME (HR) 2.90 (CFS) (INCHES) (AC-FT) MAXIMUM AVERAGE FLOW 6-HR 256. 1.490 127. 24-HR 154. 1.490 127. 72-HR 154. 1.490 127. 9.97-HR 154. 1.490 127. CUMULATIVE AREA =1.60 SQ MI STATION BASIN1 (0) OUTFLOW 0. 200. 400. 600. 800. 1000. 1200. 0. 0. 0. 0. 0. (L) PREC1P, (X) EXCESS .00 .00 .00 .00 .00 .00 .00 .00 .08 .06 .04 .02 DAHRMN PER 10000 10 - 10002 20 ........... 10004 30 ........... 10006 40 ........... 10008 50 ........... 10010 60 ........... 10012 70 ........... 10014 80 ........... 10016 90 ........... 10018 100 ........... LL 10020 110 LL 10022 120 ........... LL 10024 130 ........... LL 10026 140 ........... LL 10028 150 ........... LL 10030 160 ........... LL 10032 170 ........... LL 10034 180 ........... LL 10036 190 ........... LL 10038 200 ........... LL 10040 210 LL 10042 220 ........... LL 10044 230 ........... LL 10046 240 ........... LL 10048 250 ........... LLL 10050 260 ........... LLL 10052 270 . . ... . . . . . . .LLL 10054 280 . . . . . . . . . .LLL 10056 290 . . . . . . . . . . .LLL 10058 300 . . . . . . . . . . .LLL 10100 310 LLL 10102 320 ........... LLL 10104 330 ........... LLL 10106 340 ........... LLL 10108 350 ........... LLL 10110 360 ........... LLL 10112 370 ........... LLL 10114 380 ........... LLL 10116 390 . . . . . . . . . . .LLL 10118 400 ........... LLLL 10120 410 LLLL 10122 420 ........... LLLL 10124 430 ........... LLLL 10126 440 ........... LLLL 10128 450 ........... LLLL 10130 460 ........... LLLL 10132 470 ............ LLLL 10134 480 ........... LLLL 10136 490 ........... LLLL 10138 500 ........... LLLL 10140 510 LLLL 10142 520 ........... LLLL 10144 530 ........... LLLL m ' tf P* m p, |taMi PI H «• m P M IP m m IM !•§ <M P» JMM n •" *"* m mm M •M •• mm •M 10146 540 ...... 10148 55.0 ...... 10150 56.0 ...... 10152 57.0 ...... 10154 58.0 ...... 10156 59.0 ...... 10158 60. 0 10200 61. 0 10202 62. 0 10204 63. 0 10206 64. 0 10208 65. 0 10210 66. 0 10212 67. 0 10214 68. 0 10216 69. 0 10218 70. 0 10220 71. . . .0 10222 72. 0 . 10224 73. 0 ..... 10226 74. . 0 . 10228 75. 0 10230 76. . 0 . 10232 77. . . 0 . 10234 78. . 0 10236 79. .. 0. ... 10238 80. . . . 0 . 10240 81 0 10242 82. ... .0 .. 10244 83. . . . . 0 . 10246 84. . . . . 0 . 10248 85. . . . . 0 10250 86. . . . . . 0 . 10252 87. . . .... . 0 . 10254 88. . . . . 0 . 10256 89. . . . . . 0 . 10258 90. . . . . . 0 . 10300 91 0 10302 92. . . . . 0 . 10304 93. . . . . 0 . 10306 94. ... 0 .. 10308 95. . . 0 . 10310 96. . . . 0 . 10312 97. . . . 0 . 10314 98. .. 0 ... 10316 99. .. 0. ... 10318 100. . 0 . 10320 101 0 10322 102. . 0 10324 103. . . 0 . 10326 104. . 0 10328 105. . . 0 . 10330 106. . . 0 . 10332 107. . .0 . . . 10334 108. . .0 .... 10336 109. . 0 .... 10338 110. . 0 .... 10340 111 .... . 0 10342 112. . 0. .... 10344 113. . 0. .... LLLLL . LLLLLLL . LLLLLLL . LLLLLLX . LLLLLLX . LLLLLLX . LLLLLLX LLLLLLX . LLLLLLX . LLLLLLX . LLLLLXX . LLLLLXX . LLLLLXX . LLLLLXX . LLLLLXX LLLLLLLLLLLLXXXXXXX LLLLLLLLLLLLLLLLLLXXXXXXXXXXXX LLLLLLLLLLLLLLLLXXXXXXXXXXXXXX LLLLLLLLLLLLLLLXXXXXXXXXXXXXXX LLLLLLLLLLLLLLXXXXXXXXXXXXXXXX LLLLLLLLLLLLLXXXXXXXXXXXXXXXXX LLLLLLLLLLLLXXXXXXXXXXXXXXXXXX LLLLLLLLLLLLXXXXXXXXXXXXXXXXXX LLLLLLLLLLLXXXXXXXXXXXXXXXXXXX LLLLLLLLLLXXXXXXXXXXXXXXXXXXXX LLLLLLLLLLXXXXXXXXXXXXXXXXXXXX LLLLLLLLLXXXXXXXXXXXXXXXXXXXXX LLLLLLLLLXXXXXXXXXXXXXXXXXXXXX LLLLLLLLXXXXXXXXXXXXXXXXXXXXXX LLLLLLLLXXXXXXXXXXXXXXXXXXXXXX LLLLLXXXXXXXXXXXXXX . LLXXXXX . LLXXXXX . LLXXXXX . LXXXXXX . LXXXXXX . LXXXXXX LXXXXXX . LXXXXXX . LXXXXXX . LXXXXXX . LXXXXXX . LXXXXXX . LXXXXXX . LXXXXXX . LLXXXXX . LLXXXX LLXXXX . LLXXXX . LLXXXX . LLXXXX . LLXXXX . LXXXXX . LXXXXX . LXXXXX . LXXXXX . LXXXXX LXXXXX . LXXXXX . LXXXXX 10346 114. . 0 . . . . . . . . . . LXXXX 10348 115. . 0 . . . . . . . . . . LXXX 10350 116. . 0 . . . . . . . . . . LXXX 10352 117. . 0 . . . . . . . . . . LXXX 10354 118. . 0 . . . . . . . . . . LXXX 10356 119. . 0 . . . . . . . . . . LXXX 10358 120. . 0 . . . . . . . . . . LXXX 10400 121 0 LXXX 10402 122. . 0 . . . . . . . . . . LXXX 10404 123. . 0 . . . . . . . . . . LXXX 10406 124. . 0 . . . . . . . . . . LXXX 10408 125. . 0 . . . . . . . . . . LXXX 10410 126. . 0 . . . . . . . . . . LXXX 10412 127. . 0 . . . . . . . . . . LXXX 10414 128. . 0 . . . . . . . . . . LXXX 10416 129. . 0 . . . . . . . . . .XXX 10418 130. . 0 . . . . . . . . . .LXX 10420 131 0 LXX 10422 132. . 0 . . . . . . . . . .LXX 10424 133. . 0 . . . . . . . . . .LXX 10426 134. . 0 . . . . . . . . . .LXX 10428 135. . 0 . . . . . . . . . .LXX 10430 136. . 0 . . . . . . . . . .LXX 10432 137. . 0 . . . . . . . . . .LXX 10434 138. .0 .......... LXX 10436 139. .0 .......... LXX 10438 140. .0 .......... LXX 10440 141 0 LXX 10442 142. .0 .......... LXX 10444 143. .0 .......... LXX 10446 144. 0 . . . . . . . . . . LXX 10448 145. 0 .......... XX 10450 146. 0 .......... XX 10452 147. 0 . . . . . . . . .XX 10454 148. 0 . ! . . . . . . .XX 10456 149. 0 . . . . ... . . .XX 10458 150. 0 . . ' ' . . . . . . . .XX 10500 151 0 XX 10502 152. 0 .......... XX 10504 153. 0 . . . . . . . . . ' . XX 10506 154. 0 .......... XX 10508 155. 0. .......... XX 10510 156. 0. .......... XX 10512 157. 0. .......... XX 10514 158. 0. .......... XX 10516 159. 0. .......... XX 10518 160. 0. .......... XX 10520 161 0 XX 10522 162. 0. .......... Xx 10524 163. 0. .......... XX 10526 164. 0. .......... xx 10528 165. 0. .......... xx 10530 166. 0. .......... xx 10532 167. 0. .......... XX 10534 168. 0. .......... xx 10536 169. 0. .......... xx 10538 170. 0. .......... xx 10540 171 0 XX 10542 172. 0. .......... xx 10544 173. 0. .......... XX 10546 174. 10548 175. 10550 176. 10552 177. 10554 178. 10556 179. 10558 180. 10600 181 10602 182. 10604 183. 10606 184. 10608 185. 10610 186. 10612 187. 10614 188. 10616 189. 10618 190. 0. 0. 0. 0. 0. 0. 0. . .0. . . 0. 0. 0. 0. 0. 0. 0. 0. 0. XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX L .......... 10620 191 0. m 10622 192. 0. 10624 193. 0 . 10626 194. 0 . 10628 195. 0 . ** 10630 196. 0 . •I 10632 197. 0 . 10634 198. 0 P 10636 199. 0 — 10638 200. 0 10640 201. .0. ... m 10642 202. 0 10644 203. 0 ** 10646 204. 0 10648 205. 0 m 10650 206.0 HI 10652 207.0 10654 208.0 n» 10656 209.0 10658 210.0 10700 211.0 ... 10702 2120 10704 2130 — 10706 2140 10708 2150 "" 10710 2160 ^ 10712 2170 10714 2180 — 10716 2190 10718 2200 *" 10720 2210 10722 2220 10724 2230 •M 10726 2240 10728 2250 "* 10730 2260 10732 2270 10734 2280 *» 10736 2290 10738 2300 "** 10740 2310 10742 2320 """" 10744 2330 PR M" m m m m HI m m m m H P m m in m m m PW *"• —M *• tm m mm ^ —•M 10746 2340 10748 2350 10750 2360 10752 2370 10754 2380 10756 2390 10758 2400 10800 2410 10802 2420 10804 2430 10806 2440 10808 2450 10810 2460 10812 2470 10814 2480 10816 2490 10818 2500 10820 2510 10822 2520 10824 2530 10826 2540 10828 2550 10830 2560 10832 2570 10834 2580 10836 2590 10838 2600 10840 2610 10842 2620 10844 2630 10846 2640 10848 2650 10850 2660 10852 2670 10854 2680 10856 2690 10858 2700 10900 2710 10902 2720 10904 2730 10906 2740 10908 2750 10910 2760 10912 2770 10914 2780 10916 2790 10918 2800 10920 2810 10922 2820 10924 2830 10926 2840 10928 2850 10930 2860 10932 2870 10934 2880 10936 2890 10938 2900 10940 2910 10942 2920 10944 2930 . . . . . ........ . .......... . . . . . . . . . . . . ....... . . .... . ........ . . " 71 . . ......... . . . . . ......... . . . . . ......... . 10946 2940 10948 2950 10950 2960 10952 2970 10954 2980 10956 2990 10958 3000- P m m m. m m m RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT BASIN1 1081. 2.90 256. 154. 154. 1.60 *** NORMAL END OF HEC-1 *** KM KM APPENDIX B HEC-2 Computer Output: Existing Conditions * n = 0.1 m •l m WATER SURFACE PROFILES VERSION OF NOVEMBER 1976 UPDATED MAY 1984 IBM-PC-XT VERSION AUGUST 1985 RUN DATE 11-15-88 TIME 08:55:35 U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 * (916) 440-2105 (FTS) 448-2105 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX 11-15-88 08:55:36 PAGE THIS RUN EXECUTED 11-15-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 T1 T2 T3 SUBCRITICAL RUN FOR MARCARIO CANYON J# 10490 PROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING FILENAME: MARCARIO.HC2 3/30/88 ICHECK I NO NINV IDIR STRT METRIC HVINS WSEL FQ 0. 2. 0. 0. .000000 .00 .0 0. 13.000 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBU CHNIM [TRACE 1.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 15.000 NC QT X1 X3 GR GR GR GR GR GR X1 X3 GR GR GR GR GR GR XI X3 GR GR GR GR GR .040 4.000 2.000 10.000 50.000 20.000 20.000 10.000 18.000 32.000 3.000 10.000 40.000 16.000 25 . 700 16.000 12.000 22.000 4.000 10.000 30.000 26.000 15.300 16.000 40.000 .040 1081.000 26.000 .000 .000 178.600 263.900 766.900 1016.200 1093.900 29.000 .000 .000 154.700 284.600 366.600 841.400 1048.400 21.000 .000 .000 287.700 448.800 887.800 937.900 .100 890.000 303.700 .000 42.000 14.000 16.000 12.000 20.000 .000 382.000 .000 30.000 14.000 26.000 14.000 14.000 24.000 394.300 .000 24.000 30.000 14.000 20.000 .000 .100 444.000 918.600 263.900 28.300 200.600 290.200 890.800 1027.900 .000 906.500 319.200 47.000 177.300 296.200 382.000 906.500 1065.400 887.800 310.500 49.700 310.500 620.400 898.100 .000 .300 313.000 .000 .000 40.000 12.000 12.000 13.800 22.000 .000 100.200 .000 26.000 12.000 26.000 12.000 16.000 30.000 98.100 .000 24.000 20.000 13.500 22.000 .000 .000 .000 .000 .000 59.900 212.800 303.700 918.600 1034.100 .000 117.000 .000 71.100 203.800 319.200 649.000 939.400 1131.100 114.000 .000 139.000 337.300 693.400 904.000 .000 .000 .000 .000 .000 38.000 10.000 12.000 14.000 24.000 .000 101.700 .000 20.000 20.000 22.000 12.000 18.000 40.000 108.000 .000 24.000 18.000 14.000 24.000 .000 .000 .000 .000 .000 86.500 228.600 428.000 953.300 1058.500 .000 .000 .000 117.900 218.200 333.400 712.500 980.900 1196.900 .000 .000 234.400 384.100 757.100 915.800 .000 .000 .000 .000 .000 30.000 12.000 12.000 16.000 30.000 .000 .000 .000 18.000 20.000 20.000 1 1 . 700 20.000 .000 .000 .000 25.900 16.000 14.000 30.000 .000 .000 .000 .000 .000 139.300 244.300 470.000 989.100 1086.700 .000 .000 .000 136.200 272.200 354.400 799.300 1013.000 .000 .000 .000 268.500 394.300 862.100 921.700 .000 Ml m 11-15-88 08:55:36 m m m n pi m m m m m m m m* m m M m m PI h» «- IM m m m m ta X1 X3 GR GR GR GR X1 GR GR GR GR X1 GR GR GR X1 GR GR GR GR X1 GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR XI GR GR GR GR GR 5.000 10.000 30.000 14.000 20.000 16.000 6.000 40.000 22.000 16.200 40.000 7.000 40.000 18.000 26.000 8.000 40.000 24.000 20.000 30.000 9.000 40.000 24.000 24 . 700 20.000 10.000 40.000 30.000 22.000 20.000 40.000 20.000 40.000 28.000 24.000 22.000 30.000 50.000 30.000 29.800 20.900 30.000 19.000 .000 .000 110.800 216.300 701.200 16.000 .000 106.200 472.000 541.800 13.000 .000 304.700 524.200 17.000 .000 278.100 404.300 628.000 18.000 .000 293.300 388.700 580.300 21.000 .000 202.600 412.800 489.000 617.300 20.000 .000 359.400 570.400 630.100 22.000 .000 161.900 258.300 506.700 675.000 225.300 .000 22.000 12.300 18.000 18.000 162.000 30.000 20.000 18.000 .000 243.900 30.000 17.500 30.000 377.600 32.000 24.000 19.300 40.000 399.800 38.000 22.000 24.000 30.000 443.400 34.000 28.000 24.000 19.800 .000 587.700 34.000 26.000 25.000 24.000 430.800 40.000 28.000 28.000 22.000 40.000 701.200 216.300 28.200 142.200 225.300 719.800 480.400 8.700 125.400 480.400 .000 500.100 33.000 376.900 530.900 602.200 132.400 336.900 466.400 642.700 580.300 24.600 318.100 399.800 597.100 571 .300 96.700 255.400 425.100 520.100 .000 664.000 182.700 411.600 587.700 664 . 000 562.700 35.500 185.800 280.100 553.600 775.800 110.300 .000 22.000 14.000 16.000 30.000 202.000 26.000 18.000 22.000 .000 119.000 24.000 18.000 40.000 133.000 30.000 24.200 18.000 .000 135.000 36.000 21.000 20.000 40.000 121.000 34.000 24.000 25.000 20.000 .000 105.000 32.000 22.000 24.000 26.000 147.000 36.000 26.000 26.000 24.000 .000 118.000 .000 50.600 176.600 371.600 743.400 119.900 17.700 162.000 490.300 .000 91.900 68.100 497.200 554.600 98.500 175.400 346.400 521.400 .000 107.900 64.900 338.200 428.000 619.100 99.200 111.300 321.800 443.400 552.400 .000 94.000 205.300 464.200 599.400 670.300 112.000 50.500 195.100 317.500 562.700 .000 118.000 .000 20.000 18.000 15.200 40.000 136.200 24.100 17.000 24.000 .000 98.000 22.000 20.000 .000 117.100 28.000 24.000 20.000 .000 118.000 30.000 22.000 18.000 .000 103.000 34.000 22.000 24.000 20.000 .000 98.000 30.000 20.600 22.000 30.000 106.600 34.000 26.000 24.000 25.000 .000 .000 .000 74.200 188.200 440.500 769.000 .000 28.900 231.000 501.800 .000 .000 177.900 500.100 .000 .000 222.600 364.000 602.200 .000 .000 182.100 361.900 530.600 .000 .000 123.500 337.300 456.500 571.300 .000 .000 230.000 508.400 604.800 693.500 .000 92.500 217.000 430.800 580.000 .000 .000 .000 16.000 20.000 15.200 .000 .000 24.000 16.400 30.000 .000 .000 20.000 24.000 .000 .000 26.000 22.000 28.000 .000 .000 28.000 24.000 18.000 .000 .000 32.000 20.600 22.000 30.000 .000 .000 28.000 22.000 21.500 40.000 .000 32.000 28.000 22.000 26.000 .000 PAGE .000 .000 90.100 199.100 639.500 .000 .000 69.200 353.400 513.800 .000 .000 243.900 509.000 .000 .000 258.000 377.600 613.200 .000 .000 224.900 372.500 568.900 .000 .000 141.600 373.900 474.100 593.100 .000 .000 296.200 557.500 617.100 741.400 .000 131.400 222.900 473.200 634.200 .000 Ml m m m p» m m m p m IP ^ IP m m m m m m m mm in mm mm mm mm mm Mi mm mm «• m 11- NC X1 GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR GR GR XI GR GR GR GR EJ 15-88 08:55:36 .070 40.000 50.000 26.000 26.000 24.000 50.000 60.000 26.000 29.800 20.600 28.000 60.000 60.000 28.000 26.000 24.000 25.700 40.000 70.000 60.000 26.000 28.000 26.700 30.000 80.000 60.000 28.000 24.000 32.000 58.000 90.000 60.000 30.000 26.000 32.000 46.000 56.000 100.000 60.000 32.000 30.000 46.000 .000 .040 20.000 .000 314.600 387.500 604.900 25.000 .000 232.600 366.800 521.100 694.300 28.000 .000 248.100 433.200 500.700 653.600 820.200 25.000 .000 283.700 443.400 522.700 701.400 22.000 .000 176.000 456.800 636.000 815.800 27.000 .000 193.100 505.300 631.800 833.400 985.100 20.000 .000 215.300 583.900 830.600 .000 .100 422.700 40.000 26.000 24.000 26.000 405.200 50.000 24.000 28.000 22.000 30.000 492.800 50.000 26.000 28.000 22.000 26.000 50.000 463.000 50.000 24.000 29.800 26.000 38.000 319.000 50.000 27.800 26.000 34.000 60.000 351.200 60.000 28.000 25.500 34.000 48.000 60.000 468.000 50.000 30.000 32.000 48.000 .000 .000 604.900 62.700 325.400 422.700 709.200 598.400 49.800 260.100 385.600 546.500 711.400 653.600 37.700 298.200 441.900 514.100 712.800 858.400 579.400 45.900 316.000 463.000 532.800 717.800 476.800 30.500 245 .300 467.100 660.700 825.000 562.300 61.300 351.200 510.300 670.100 867.700 1033.800 583.900 41.000 336.500 647.200 843.700 .000 .000 115.500 32.000 28.000 22.000 30.000 95.300 40.000 24.000 26.000 24.000 40.000 104.400 40.000 24.000 29.800 21.400 30.000 60.000 104.000 40.000 23.800 28.000 25.800 40.000 158.000 40.000 26.000 28.000 40.000 .000 108.500 50.000 26.000 26.000 36.000 50.000 .000 140.000 40.000 28.000 34.000 50.000 .000 .000 96.700 126.300 336.100 535.100 746.000 105.800 79.400 316.500 397.100 555.600 778.700 97.100 104.200 310.500 463.100 548.500 749.700 881.400 102.000 94.700 393.400 480.800 556.900 748.400 138.000 78.800 319.000 476.800 684.300 .000 115.000 128.000 434.800 515.800 701.100 888.400 .000 106.000 147.400 468.000 696.700 870.000 .000 .000 96.300 30.000 29.800 21.000 40.000 102.100 30.000 26.000 24.000 25.200 50.000 97.800 32.000 23.800 28.000 22.000 32.000 .000 101.000 30.000 24.000 26.000 26.000 50.000 106.000 36.000 24.000 28.000 50.000 .000 113.000 40.000 25.800 28.000 40.000 52.000 .000 104.000 38.000 26.500 36.000 52.000 .000 .000 .000 217.800 357.200 560.400 811.900 .000 142.400 337.400 405.200 598.400 818.500 .000 150.600 359.000 480.200 572.800 779.700 .000 .000 127.900 421.300 492.700 579.400 778.700 .000 103.100 382.500 525.200 731.000 .000 .000 162.000 450.000 533.600 747.000 912.100 .000 .000 164.900 537.100 719.700 885.300 .000 .000 .000 28.000 28.000 22.000 50.000 .000 28.000 28.000 22.000 26.000 60.000 .000 30.000 24.000 26.000 24.000 36.000 .000 .000 28.000 26.000 26.000 28.000 60.000 .000 .30.000 24.000 30.000 56.000 .000 .000 36.000 26.000 30.000 44.000 54.000 .000 .000 36.000 28.000 40.000 60.000 .000 PAGE .000 .000 281.200 373.100 597.700 858.100 .000 209.000 348.500 444.500 653.300 843.200 .000 190.600 419.700 492.800 582.400 810.300 .000 .000 186.600 430.500 510.700 683.500 799.200 .000 123.500 432.900 575.900 762.300 .000 .000 170.200 460.600 562.300 809.400 971.700 .000 .000 185.400 546.800 758.200 998.000 .000 11-15-88 08:55:36 PAGE SEGNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS USELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR UTN XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 2.000 .300 3470 ENCROACHMENT STATIONS=263.9 1093.9 TYPE=1 TARGET=-263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=12.00 ELREA=13.80 2.00 1081. .00 .002549 3.00 13.00 2. 1.15 0. FLOW DISTRIBUTION STA= 300. PER Q= AREA= VEL= *SECNO 3.000 .2 1.7 1.1 3470 ENCROACHMENT 3495 OVERBANK 3.00 1081. .01 .018060 AREA 1.81 0. .00 100. 1079. 1.06 0. FOR SECNO= 304. 919. 99.8 1015.6 1.1 STATIONS= 11.46 13.00 0. 2. .00 .040 0. 0 2.00 319.2 1196.9 ASSUMED NON-EFFECTIVE, ELLEA= 13.51 1081. 2.16 102. 12.80 .00 0. 0. .00 .040 117. 2 13.02 1016. .100 10 CWSEL= TYPE= 14, 13.58 500. .100 22 .02 .00 0. 0. .040 .000 0 .00 13.00 1 TARGET= .00 ELREA= .07 .55 0. 2. .040 .000 0 .00 .00 0. 10.00 605.92 -319.200 14.00 .02 1. 11.70 443.37 12.00 13.80 300.33 906.24 14.00 14.00 447.23 890.60 FLOW DISTRIBUTION FOR SECNO=3.00 CWSEL=13.51 STA= 447. 907. PER Q= 100.0 AREA= 499.8 VEL= 2.2 11-15-88 08:55:36 PAGE mi m m m m m m m m m m m SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 4.000 3470 ENCROACHMENT 3495 OVERBANK AREA 4.00 1.89 1081. 0. .03 .00 .016771 98. FLOW DISTRIBUTION CWSEL CRIWS WSELK EG HV HL QCH OROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR UTN XLCH XLOBR ITRIAL IDC ICONT CORAR STATIONS= 310.5 937.9 TYPE= 1 TARGET= ASSUMED NON-EFFECTIVE, ELLEA= 16.00 ELREA= 15.39 14.67 .00 15.46 .07 1.88 1081. 0. 0. 508. 0. 3. 2.13 .00 .040 .100 .040 .000 108. 114. 3 14 0 .00 FOR SECNO= 4.00 CWSEL= 15.39 OLOSS BANK ELE' TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST -310.500 16.00 .00 16.00 2. 16.00 13.50 442.03 437.89 879.92 STA= 442. 888. m m m M PER Q= 100.0 AREA= 508.5 VEL= 2.1 *SECNO 5.000 5.00 1081. .04 .010560 1 .75 0. .00 110. FLOW DISTRIBUTION FOR STA= 302. * PER Q= AREA= VEL = SECNO 6.000 6.00 1081. .06 .010270 99 560 1 2 1 701, .1 .0 .9 .17 1. .20 202. 16.95 1071. 1.91 118. SECNO= 710. .9 4.3 2.3 18.37 1079. 2.08 136. 16.05 10. 2.33 118. 5.00 17.36 0. 1.15 120. .00 17.01 0. 560. .040 .100 3 14 CWSEL= .00 18.43 1. 518. .040 .100 2 14 .06 4. .040 0 16.95 .07 0. .040 0 1.55 4. .000 .00 1.42 6. .000 .00 .00 3. 15.20 408.44 .00 5. 16.20 325.93 18.00 16.00 301. 710. 18. 18 155. 481. 66 09 00 .00 37 30 m Ml 11-15-88 08:55:36 ^m m m m H m m m m m li m m m p m m SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL FLOW DISTRIBUTION STA= 155. PER Q= .1 AREA= 1.2 VEL= 1.2 *SECNO 7.000 7.00 2.11 1081. 0. .07 .00 .017149 119. FLOW DISTRIBUTION STA= 256. PER Q= 100.0 AREA= 400.0 VEL= 2.7 *SECNO 8.000 8.00 3.23 1081. 0. .09 .00 .011101 133. CWSEL CRIWS WSELK QCH QROB ALOB VCH VROB XNL XLCH XLOBR ITRIAL FOR SECNO= 6.00 162. 480. 481. 99.8 .0 518.2 .2 2.1 1.1 19.61 18.74 .00 1081. 0. 0. 2.70 .00 .040 98. 92. 1 FOR SECNO= 7.00 500. 21.23 20.09 .00 1078. 3. 0. 2.50 2.47 .040 117. 99. 1 EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIGHT XNCH XNR WTN ELMIN SSTA IDC ICONT CORAR TOPWID ENDST CWSEL= 18.37 19.73 .11 1.28 .01 20.00 400. 0. 7. 5. 20.00 .100 .040 .000 17.50 255.67 11 0 .00 243.86 499.54 CWSEL= 19.61 21.32 .10 .1.60 .00 22.00 432. 1. 8. 6. 20.00 .100 .040 .000 18.00 387.78 6 0 .00 216.12 603.90 PAGE FLOW DISTRIBUTION FOR SECNO= STA= 388. 602. PER 0= 99.8 .2 AREA= 431.9 1.1 VEL= 2.5 2.5 *SECNO 9.000 3265 DIVIDED FLOW 604. 8.00 CWSEL=21.23 9.00 1081. .10 004149 4.02 35. 1.55 135. 22.02 1038. 2.02 118. 19.89 7. 2.18 108. .00 23. .040 3 22.08 513. .100 11 .06 3. .040 0 .76 .00 24.00 10. 6. 20.00 .000 18.00 317.83 .00 214.14 583.70 m p m P p PI m mm P H MUR H P Ij •1 H P m m mm mm 11-15-88 08:55:36 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH FLOW DISTRIBUTION FOR SECNO= STA= 318. 338. 362 PER 0= 1.5 1.8 AREA= 10.5 12.4 VEL= 1.6 1.6 *SECNO 10.000 3265 DIVIDED FLOW 10.00 2.79 22.59 1081. 419. 632. .11 4.22 2.59 .009553 121. 103. FLOW DISTRIBUTION FOR SECNO= STA= 333. 337. 374 PER Q= .2 18.6 AREA= 1.3 47.0 VEL= 1.6 4.3 *SECNO 20.000 3265 DIVIDED FLOW 20.00 2.72 23.32 1081. 1003. 78. .12 4.87 1.36 .007356 105. 98. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR 9.00 CWSEL= 22.02 580. 584. 96.0 .7 513.0 3.4 2.0 2.2 21.58 .00 22.76 .18 .64 29. 99. 244. 7. 11. 4.04 .040 .100 .040 .000 99. 2 14 0 .00 10.00 CWSEL= 22.59 413. 416. 571. 577. 19.8 .2 58.5 2.7 49.9 1.0 244.1 7.3 4.3 1.6 2.6 4.0 -'• 22.85 .00 23.67 .34 .86 0. 206. 57. 0. 11. .00 .040 .100 .040 .000 94. 2 15 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .03 25.00 7. 20.00 19.80 332.77 191.59 576.93 .05 25.00 7. 24.00 20.60 446.80 170.54 652.53 PAGE FLOW DISTRIBUTION FOR SECNO=20.00 CWSEL=23.32 STA= 447. 464. 508. 558. 566. 664. PER Q= 2.6 42.2 46.8 1.3 7.2 AREA= 11.5 89.4 99.3 5.6 57.0 VEL= 2.4 5.1 5.1 2.4 1.4 *SECNO 30.000 30.00 1081. .13 .011383 3.79 26. 1.94 147. 24.69 1047. 3.02 107. 23.19 8. 1.94 112. .00 13. .040 2 24.83 347. .100 15 .14 4. .040 0 1.14 12. .000 .00 .02 8. 20.90 182.66 24.00 24.00 391.92 574.57 m m m m m m m m m it m M" mm 11-15-88 SECNO 0 TIME SLOPE 08:55:36 DEPTH QLOB VLOB XLOBL FLOW DISTRIBUTION FOR STA= PER Q= AREA= VEL= *SECNO 40 40.00 1081. .14 .003816 392. 431 2.4 13.3 1.9 .000 4.37 17. 1.02 116. CUSEL QCH VCH XLCH SECNO= 563 96.9 347.1 3.0 25.37 977. 1.86 96. CRIUS USELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR 30.00 CWSEL= 24.69 575. .7 4.1 1.9 23.36 .00 25.43 .05 .5' 87. 17. 526. 49. 13 1.78 .070 .100 .040 .OOl 97. 2 14 0 .Oi PAGE OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .01 24.00 8. 24.00 21.00 398.59 277.75 676.34 FLOW DISTRIBUTION FOR SECNO=40.00 CWSEL=25.37 STA= 399. 423. 605. 676. PER Q= 1.6 90.4 8.1 AREA= 16.5 525.7 48.9 VEL= 1.0 1.9 1.8 *SECNO 50.000 3265 DIVIDED FLOW 50.00 5.08 1081. 162. .16 1.21 .002070 95. FLOW DISTRIBUTION FOR STA= 237. 260 PER Q= 1.5 AREA= 19.2 VEL= .9 *SECNO 60.000 3265 DIVIDED FLOW 60.00 4.52 1081. 458. .18 1.87 .003276 104. 25.68 914. 1.47 102. SECNO= 317. 11.9 94.3 1.4 25.92 621. 1.56 98. 22.83 5. .65 106. 50.00 334. 1.2 14.6 .9 24.17 2. .49 97. .00 134. .070 2 405 .4 5.7 .8 .00 245. .070 2 25.71 621. .100 8 CWSEL= 598. 84.6 621.2 1.5 25.97 399. .100 15 .03 .28 8. 15. .040 .000 0 .00 25.68 631. .5 7.7 .6 .04 .26 5. 17. .040 .000 0 .00 .00 24.00 9. 25.20 20.60 237.10 329.26 630.82 .00 26.00 10. 25.70 21.40 298.67 338.64 697.73 11-15-88 08:55:36 PAGE SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CUSEL QCH VCH XLCH CRIWS OROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=60.00 CWSEL=25.92 STA= 299. 311. 359. 420. 433. 654. 698. PER Q= 1.2 17.6 22.1 1.4 57.4 .2 AREA= 11.4 98.1 122.8 12.5 398.9 4.9 VEL= 1.2 1.9 1.9 1.2 1.6 .5 *SECNO 70.000 3265 DIVIDED FLOW m m 70.00 1081. .19 .008514 2.55 1056. 3.32 104. 26.35 21. .72 101. 25.33 3. 1.08 102. .00 318. .070 2 26.52 30. .100 17 .17 3. .040 0 .51 18. .000 .00 .04 11. 23.80 262.37 29.80 26.00 266.58 597.75 FLOW DISTRIBUTION FOR SECNO=70.00 CWSEL=26.35 STA= 267. PER Q= AREA= VEL = *SECNO 80.000 80.00 1081. .20 .006323 284. .2 3.0 .6 3.41 55. 1.34 158. 9.7 43.7 2.4 27.41 1026. 2.35 106. 316. 393 62.6 189.8 3.6 25.62 0. .00 138. 421 22.6 68.4 3.6 .00 41. .070 2 431. 2.7 12.4 2.4 27.50 436. .100 14 433. .0 .4 .6 .08 0. .040 0 2.0 29.8 .7 .97 19. .000 .00 579. .3 3.2 1.1 .0 11 24. 0( 212.71 598. 26.00 28.00 261.20 473.95 FLOW DISTRIBUTION FOR SECNO=80.00 CWSEL=27.41 STA= 261. 319. 477. PER Q= 5.0 95.0 AREA= 40.8 436.3 VEL= 1.3 2.4 rSECNO 90.000 90.00 1081. .22 .017284 2.98 10. 1.08 109. 28.48 1071. 2.99 113. 27.46 0. .00 115. .00 9. .070 2 28.62 358. .100 11 .14 0. .040 0 1.11 .02 28.00 20. 12. 30.00 .000 25.50 312.98 .00 227.55 540.54 11-15-88 08:55:36 PAGE 10 SECNO DEPTH 0 QLOB TIME VLOB SLOPE XLOBL CWSEL QCH VCH XLCH CRIWS USELK QROB ALOB VROB XNL XLOBR EG ACH XNCH ITRIAL IDC HV HL AROB VOL XNR UTN ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=90.00 CWSEL=28.48 STA= 313. 351. 562. PER Q= .9 99.1 AREA= 9.2 358.5 VEL= 1.1 3.0 *SECNO 100.000 100.00 1081. .23 .011937 3.58 345. 2.43 140. 30.08 736. 2.80 104. 29.02 0. .04 106. .00 142. .070 2 30.19 263. .100 15 .11 0. .040 0 1.57 .00 28.00 21. 13. 30.00 .000 26.50 331.80 .00 254.55 586.35 FLOW DISTRIBUTION FOR SECNO=100.00 CWSEL=30.08 STA= 332. 468. 584. 586. PER Q= 32.0 68.0 .0 AREA= 141.9 262.8 .1 VEL= 2.4 2.8 .0 11-15-88 08:55:36 PAGE 11 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 ********************************************** THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON J# 10490 T2 PROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MARCARIO.HC2 3/30/88 50-yr J1 ICHECK INQ 0. 3. NINV IDIR STRT METRIC HVINS 0.0. .000000 .00 .0 0. WSEL FQ 12.600 .000 J2 NPROF • IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 15.000 11-15-88 08:55:36 PAGE 12 P m SEGNO DEPTH CWSEL Q QLOB OCH TIME VLOB VCH SLOPE XLOBL XLCH CRIUS OROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 2 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 2.000 .300 3470 ENCROACHMENT STATIONS=263.9 1093.9 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 2.00 890. .00 .004190 2.60 1. 1.05 0. 12.60 889. 1.15 0. 11.34 0. .00 0. 12.60 1. .040 0 TYPE= 12. 12.62 776. .100 10 1 TARGET= 00 ELREA= .02 0. .040 0 •263.900 13.80 .00 0. .000 .00 .00 0. 10.00 598.39 12.00 13.80 301.68 900.07 FLOW DISTRIBUTION FOR SECNO=2.00 CWSEL=12.60 STA= 302. 304. 919. PER Q= .1 99.9 AREA= .6 775.8 VEL= 1.0 1.1 *SECNO 3.000 "' 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=14.00 ELREA=14.00 3.00 890. .01 .018507 1.65 0. .00 100. 13.35 890. 2.07 102. 12.70 0. .00 117. .00 0. .040 2 13.42 431. .100 18 .07 0. .040 0 .78 1. .000 .00 .01 1. 11.70 416.68 14.00 14.00 468.68 885.37 FLOW DISTRIBUTION FOR SECNO= STA= 469. 907. PER Q= 100.0 AREA= 430.7 VEL= 2.1 3.00 CWSEL=13.35 11-15-88 08:55:36 PAGE 13 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIUS QROB VROB XLOBR WSEIK A LOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WIN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWIO ENDST *SECNO 4.000 3470 ENCROACHMENT STATIONS= 310.5 937.9 TYPE= 1 TARGET= -310.500 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=16.00 ELREA=16.00 4.00 890. .03 .016638 1.75 0. .00 98. 15.25 890. 1.99 108. 14.58 0. .00 114. .00 0. .040 3 15.31 447. .100 14 .06 0. .040 0 1.89 2. .000 .00 .00 2. 13.50 421.87 16.00 16.00 456.21 878.08 FLOW DISTRIBUTION FOR SECNO= 4.00 CWSEL= 15.25 STA= 456. 888. PER Q= 100.0 AREA= 446.9 VEL= 2.0 *SECNO 5.000 3470 ENCROACHMENT STATIONS= 216.3 769.0 TYPE= 1 TARGET= -216.300 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=18.00 ELREA=16.00 5.00 890. .05 .010357 1.59 0. 00 110. FLOW DISTRIBUTION FOR STA= 314. it PER Q= AREA= VEL= SECNO 6.000 6.00 890. .07 .010228 99. 496. 1. 1. . 701, 3 0 8 99 0. 77 202. 16.79 884. 1.78 118. SECNO= 709. .7 2.9 2.0 18.19 890. 1.93 136. 15.96 6. 2.03 118. 5.00 17.25 0. .04 120. .00 16.84 0. 496. .040 .100 3 14 CUSEL= .00 18.24 0. 462. .040 .100 3 14 .05 3. .040 0 16.79 .06 0. .040 0 1.53 4. .000 .00 1.40 5. .000 .00 .00 3. 15.20 395.02 .00 4. 16.20 322.27 18.00 16.00 313. 708. 18. 56 58 00 18.00 158. 480. 59 86 Ml m M m 11-15-88 SECNO 0 TIME SLOPE 08:55:36 DEPTH QLOB VLOB XLOBL m FLOW DISTRIBUTION m m m m m m m « STA= 159 PER Q= AREA= VEL= *SECNO 7.000 7.00 890. .08 .016806 . .0 .3 .8 1.92 0. .00 119. FLOW DISTRIBUTION ^^STA= 261 PER Q= . 100.0 CWSEL OCH VCH XLCH FOR SECNO= 162. 480 100.0 462.1 1.9 19.42 890. 2.51 98. FOR SECNO= 500. CRIWS WSELK OROB ALOB VROB XNL XLOBR ITRIAL 6.00 481. .0 .0 .0 18.62 .00 0. 0. .00 .040 92. 2 7.00 EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIGHT XNCH XNR WTN ELMIN ' SSTA IDC ICONT CORAR TOPWID ENDST CWSEL= 18.19 19.52 .10 1.27 .01 20.00 355. 0. 6. 5. 20.00 .100 .040 .000 17.50 261.41 11 0 .00 237.85 499.26 CWSEL= 19.42 j_ AREA= 354.5 : m m 'M m VEL= *SECNO 8.000 8.00 890. .09 .010897 2.5 3.01 0. .00 133. 21.01 888. 2.31 117. 19.95 .00 2. 0. 2.14 .04D 99. 1 21.09 .08 1.57 .00 22.00 385. 1. 7. 6. 20.00 .100 .040 .000 18.00 390.75 5 0 .00 212.85 603.60 PAGE 14 FLOW DISTRIBUTION FOR SECNO=8.00 STA= 391. 602. PER Q= 99.8 .2 AREA= 384.5 .7 VEL = 2.3 2.1 •SECNO 9.000 3265 DIVIDED FLOW 604. CWSEL=21.01 9.00 890. .11 003866 3.76 15. 1.21 135. 21.76 870. 1.85 118. 19.71 5. 1.92 108. .00 13. .040 3 21.81 469. .100 11 .05 3. .040 0 .72 .00 24.00 8. 6. 20.00 .000 18.00 322.98 .00 200.81 583.25 11-15-88 08:55:36 PAGE 15 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH FLOW DISTRIBUTION FOR STA= 323. PER Q= AREA= VEL= *SECNO 10.000 3265 DIVIDED 10.00 890. .12 .010710 338 .8 5.8 1.2 FLOW 2.53 304. 3.88 121. FLOW DISTRIBUTION FOR STA= 335. PER Q= AREA= VEL= *SECNO 20.000 3265 DIVIDED 20.00 890. .13 .007323 337 .1 .4 1.1 FLOW 2.52 831. 4.56 105. SECNO= CRIUS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR I TRIAL IDC ICONT CORAR 9.00 CWSEL= 21.76 OLOSS BANK ELE TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 356. 580. 583. .9 6.8 1.2 22.33 563. 2.58 103. SECNO= 374 16.5 37.6 3.9 23.12 59. 1.26 98. 97.7 .6 469.1 2.6 1.9 1.9 21.41 .00 22.48 .15 .64 24. 78. 218. 6. 9. 3.99 .040 .100 .040 .000 99. 2 18 0 .00 10.00 CWSEL= 22.33 413. 415. 571. 576. 17.5 .0 63.2 2.6 39.9 .3 218.0 5.9 3.9 1.1 2.6 4.0 22.67 .00 23.42 .30 .90 0. 182. 47. 0. 10. .00 .040 .100 .040 .000 94. 2 15 0 .00 .03 25.00 7. 20.00 19.80 334.77 185.17 576.37 .05 25.00 7. 24.00 20.60 449.47 162.55 649.08 FLOW DISTRIBUTION FOR SECNO=20.00 CWSEL=23.12 STA= 449. 464. 508. 558. 565. 664. PER Q= 2.0 42.8 47.6 1.0 6.7 AREA= 8.2 80.4 89.4 4.0 47.0 VEL= 2.2 4.7 4.7 2.1 1.3 *SECNO 30.000 30.00 890. .14 .011117 3.54 8. 1.43 147. 24.44 880. 2.79 107. 22.99 2. 1.43 112. .00 6. .040 2 24.56 315. .100 15 .12 2. .040 0 1.12 11. .000 .00 .02 8. 20.90 164.58 24.00 24.00 405 . 76 570.35 11-15-88 08:55:36 PAGE 16 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIUS USELK QROB ALOB VROB XNL XLOBR EG HV HL OLOSS BANK ELEV ACH AROB VOL TUA LEFT/RIGHT XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=30.00 CWSEL=24.44 STA= 406. 431. 563. PER Q= .9 98.8 .3 AREA= 5.5 314.8 1.7 VEL= 1.4 2.8 1.4 570. *SECNO 40.000 40.00 890. .15 .003811 4.11 9. .88 116. 25.11 831. 1.74 96. 23.18 49. 1.54 97. .00 11. .070 2 25.16 477. .100 14 .05 32. .040 0 .59 12. .000 .00 .01 8. 21.00 259.26 24.00 24.00 403.26 662.51 FLOW DISTRIBUTION FOR SECNO=40.00 CWSEL=25.11 STA= 403. 423. 605. 663. PER Q= 1.1 93.4 5.5 AREA= 10.7 477.4 31.8 VEL= .9 1.7 1.5 'SECNO 50.000 3265 DIVIDED FLOW 50.00 890. .18 .002003 4.80 114. 1.07 95. FLOW DISTRIBUTION FOR STA= 241 , PER Q= AREA= VEL = 260 1.1 13.5 .7 25.40 775. 1.36 102. SECNO= 317. 10.5 78.9 1.2 22.63 0. .36 106. 50.00 331. .9 10.2 .7 •9° 107. .070 2 405 .3 4.0 .7 25.43 568. .100 8 CWSEL= 598. 87.1 568.4 1.4 .03 .27 1. 13. .040 .000 0 .00 25.40 612. .1 1.4 .4 .00 24.00 9. 25.20 20.60 240.87 302.76 612.04 *SECNO 60.000 3265 DIVIDED FLOW 60.00 890. .19 003390 4.25 362. 1.74 104. 25.65 528. 1.49 98. 23.56 0. .00 97. .00 209. .070 2 25.69 355. .100 15 .04 0. .040 0 .26 14. .000 .00 .00 9. 21.40 287.85 26.00 25.70 300.35 651.53 m m m m m P* jnu pi PI i^ji•f M m m PU m Pi Hi m mm 11-15-88 08:55:36 SECNO DEPTH 0 QLOB TIME VLOB SLOPE XLOBL FLOW DISTRIBUTION STA= 300. PER Q= 1.0 AREA= 8.4 VEL= 1.1 *SECNO 70.000 3265 DIVIDED FLOW 70.00 2.30 890. 885. .20 3.18 .008897 104. FLOW DISTRIBUTION STA= 279. PER 0= 8.6 AREA= 35.9 VEL= 2.1 *SECNO 80.000 80.00 3.16 890. 31. .22 1.14 .006002 158. CWSEL QCH VCH XLCH FOR SECNO= 311. 359 17.1 84.9 1.8 26.10 5. .43 101. FOR SECNO= 316. 393 65.0 170.6 3.4 27.16 859. 2.16 106. CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL 60.00 420. 431 21.4 1.1 106.3 9.2 1.8 1.1 25.16 .00 0. 278. .49 .070 102. 2 70.00 421. 431 23.4 2.4 61.5 10.2 3.4 2.1 • 25.44 .00 0. 27. .00 .070 138. 2 EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR CWSEL= 25.65 654. 59.3 355.3 1.5 26.26 .16 .53 12. 0. 15. .100 .040 .000 17 0 .00 CWSEL= 26.10 579. 585. .6 .0 11.6 .3 .4 .5 27.23 .07 .96 397. 0. 17. .100 .040 .000 14 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .04 29.80 10. 26.00 23.80 278.64 226.48 584.83 .01 26.00 11. 28.00 24.00 271.65 201.05 472.71 PAGE 17 FLOW DISTRIBUTION FOR SECNO=80.00 CWSEL=27.16 STA= 272. 319. 477. PER Q= 3.5 96.5 AREA= 27.4 396.9 VEL= 1.1 2.2 *SECNO 90.000 90.00 2.73 28.23 890. 1. 889. .23 .68 2.87 .018811 109. 113. 27.30 0. .00 115. .00 2. .070 2 28.35 310. .100 11 .13 0. .040 0 1.11 17. .000 .00 .02 11. 25.50 203.40 28.00 30.00 333.42 536.83 11-15-88 08:55:36 PAGE 18 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS WSELK EG HV HL OROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TUA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=90.00 CWSEL=28.23 STA= 333. 351. 562. PER Q= .2 99.8 AREA= 2.0 310.0 VEL= .7 2.9 *SECNO 100.000 100.00 890. .24 .011869 3.37 255. 2.21 140. 29.87 635. 2.66 104. 28.84 0. .00 106. .00 115. .070 2 29.97 239. .100 15 .10 0. .040 0 1.61 18. .000 .00 .00 12. 26.50 236.57 28.00 30.00 344.95 581.52 FLOW DISTRIBUTION FOR SECNO=100.00 CWSEL =29.87 STA= 345. 468. 584. PER 0= 28.6 71.4 AREA= 115.2 239.1 VEL= 2.2 2.7 11-15-88 08:55:36 PAGE 19 THIS RUN EXECUTED 11-15-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 T1 SUBCRITICAL RUN FOR MARCARIO CANYON J# 10490 T2 PROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MARCARIO.HC2 3/30/88 25-yr J1 ICHECK INQ p •I J2 NPROF fi 3.000 m 4. I PLOT NINV 0. PRFVS IDIR STRT 0. .000000 XSECV XSECH .000 -1.000 .000 .000 METRIC HVINS Q .00 .0 FN ALLDC IBW .000 -1.000 .000 WSEL FQ 0. 12.000 .000 CHNIM ITRACE .000 15.000 11-15-88 08:55:36 PAGE 20 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS USELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR I TRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 3 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000m 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= Pi |g 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 1 TARGET= -263.900 12.00 ELREA=13.80 2.00 444. .00 .005042 2.00 0. .00 0. 12.00 444. 1.06 0. 11.02 0. .00 0. 12.00 0. .040 0 12.02 421. .100 7 .02 0. .040 0 .00 0. .000 .00 .00 0. 10.00 420.80 12.00 13.80 303.70 890.80 FLOW DISTRIBUTION FOR SECNO= 2.00 CWSEL= 12.00 STA= 304. 919. PER Q= 100.0 AREA= 420.8 VEL= 1.1 *SECNO 3.000 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBAN< AREA ASSUMED NON-EFFECTIVE,ELLEA= 14.00 ELREA= 14.00 3.00 444. .02 019933 1.19 0. .00 100. 12.89 444. 1.74 102. 12.43 0. .00 117. .00 0. .040 2 12.93 256. .100 22 .05 0. .040 0 .91 1. .000 .00 .01 1. 11.70 339.93 14.00 14.00 530.39 870.32 FLOW DISTRIBUTION FOR SECNO= STA= 530. 907. PER Q= 100.0 AREA= 255.8 VEL= 1.7 3.00 CWSEL=12.89 11-15-88 08:55:36 PAGE 21 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR I TRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 4.000 m 3470 ENCROACHMENT STAT10NS=310.5 937.9 TYPE= 1 TARGET= -310.500 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=16.00 ELREA=16.00 4.00 444. .04 016039 1.32 0. .00 98. 14.82 444. 1.59 108. 14.32 0. .00 114. .00 0. .040 3 14.86 279. .100 19 .04 0. .040 0 1.93 1. .000 .00 .00 2. 13.50 359.77 16.00 16.00 512.80 872.57 FLOW DISTRIBUTION FOR SECNO=4.00 CWSEL=14.82 STA= 513. 888. PER Q= 100.0 AREA= 279.3 VEL= 1.6 *SECNO 5.000 5.00 1.11 444 . 0 . .06 .00 .010118 110. FLOW DISTRIBUTION FOR STA= 349. 701, PER Q= 99.9 AREA= 317.9 VEL= 1.4 *SECNO 6.000 6.00 1.46 444. 0. .08 .00 .009683 202. 16.31 444. 1.40 118. SECNO= 704 .1 .5 1.1 17.66 444. 1.48 136. 15.70 0. 1.08 118. 5.00 16.96 0. .00 120. .00 16.34 0. 318. .040 .100 4 18 CWSEL= .00 17.69 0. 300. .040 .100 3 19 .03 0. .040 0 16.31 .03 0. .040 0 1.48 2. .000 .00 1.35 3. .000 .00 .00 3. 15.20 355.33 .00 4. 16.20 293.56 18.00 16.00 348.77 704.10 18.00 18.00 185.26 478.83 Ml *R M Mil m urn. m m m m m m M 11-15-88 08:55:36 SECNO DEPTH CWSEL CRIWS WSELK Q QLOB QCH OROB ALOB TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL FLOW DISTRIBUTION FOR SECNO= 6.00 STA= 185. 480. PER Q= 100.0 AREA= 299.6 VEL= 1.5 *SECNO 7.000 7.00 1.37 18.87 18.30 .00 444. 0. 444. 0. 0. .10 .00 1.96 .00 .040 .016726 119. 98. 92. 3 FLOW DISTRIBUTION FOR SECNO= 7.00 STA= 278. 500. EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIGHT XNCH XNR WTN ELMIN SSTA IDC ICONT CORAR TOPWID ENDST CWSEL= 17.66 18.93 .06 1.22 .01 20.00 227. 0. 4. 4. 20.00 .100 .040 .000 17.50 278.38 11 0 .00 220.07 498.46 CWSEL= 18.87 PAGE 22 PER Q= 100.0 AREA= 226.7 VEL= 2.0 *SECNO 8.000 8.00 2.39 20.39 444. 0. 444. .12 .00 1.74 .010211 133. 117. 19.49 0. 1.09 99. .00 0.. .04'0 2 20.43 254. .100 8 .05 0. .040 0 1.51 4. .000 .00 .00 5. 18.00 203.60 22.00 20.00 399.13 602.73 FLOW DISTRIBUTION FOR SECNO=8.00 CWSEL=20.39 STA= 399. 602. PER Q= 100.0 .0 AREA= 254.4 .1 VEL= 1.7 1.1 603. SECNO 9.000 9.00 444. .14 .002735 2.97 0. .00 135. 20.97 443. 1.29 118. 19.19 1. 1.09 108. .00 0. .040 3 21.00 342. .100 8 .03 1. .040 0 .56 5. .000 .00 .00 5. 18.00 160.81 24.00 20.00 421.12 581.94 P» 11-15-88 08:55:36 * PI m m •M pi m £ m p M. hi •H m m m m m m it ••^^ m —am mm SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL FLOW DISTRIBUTION FOR STA= 421 . 580 PER 0= 99.8 AREA= 342.5 VEL= 1.3 *SECNO 10.000 3265 DIVIDED FLOW 10.00 1.71 444. 67. .15 3.01 .018827 121. FLOW DISTRIBUTION FOR STA= 350. 374 PER Q= 7.3 AREA= 10.7 VEL= 3.0 *SECNO 20.000 3265 DIVIDED FLOW 20.00 1.95 444. 423. .16 3.53 .006927 105. FLOW DISTRIBUTION FOR STA= 457. 464 PER Q= .6 AREA= 2.0 VEL= 1.3 "SECNO 30.000 30.00 2.78 444. 0. .18 .00 .009221 147. CWSEL CRIWS WSELK EG HV HL QCH OROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR UTN XLCH XLOBR ITRIAL IDC ICONT CORAR SECNO= 9.00 CWSEL= 20.97 582. .2 .8 1.1 21.51 20.90 .00 21.62 .12 .60 368. 10. 22. 139. 2. 6. 2.65 3.96 .040 .100 .040 .000 103. 99. 2 18 0 .00 SECNO= 10.00 CWSEL= 21.51 399. 571. 575. 7.7 82.8 2.2 11.4 138.7 2.5 3.0 2.7 4.0 * 22.55 22.18 .00 22.74 .18 1.09 21. 0. 120. 23. 0. 6. .92 .00 .040 .100 .040 .000 98. 94. 2 11 0 .00 SECNO= 20.00 CWSEL= 22.55 508. 558. 561. 664. 44.7 49.6 .3 4.8 55.3 61.4 1.0 23.2 3.6 3.6 1.3 .9 23.68 22.44 .00 23.75 .07 1.00 444. 0. 0. 215. 0. 7. 2.06 .00 .040 .100 .040 .000 107. 112. 2 15 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .03 25.00 6. 20.00 19.80 350.21 145.66 574.58 .02 25.00 6. 24.00 20.60 456.96 140.22 639.44 .01 24.00 6. 24.00 20.90 437.65 123.58 561.23 PAGE 23 Ml gUi•• pn m m m m •i VI ^^M Pi M |Ht M PI M Pi IK Pi M M IH -mu ta •M HM »•» -mm m* «PW 11-15-88 08:55:36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL 0 QLOB OCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR FLOW DISTRIBUTION FOR SECNO= 30.00 CWSEL= 23.68 STA= 438. 563. PER Q= 100.0 AREA= 215.2 VEL= 2.1 *SECNO 40.000 40.00 3.27 24.27 22.65 .00 24.30 .03 .55 444. 0. 443. 1. 1. 325. 2. 7. .20 .35 1.36 .61 .070 .100 .040 .000 .003888 116. 96. 97. 2 14 0 .00 FLOW DISTRIBUTION FOR SECNO= 40.00 CWSEL= 24.27 STA= 418. 423. 605. 619. PER Q= .0 99.7 .3 AREA= .6 325.1 1.9 VEL= .3 1.4 .6 *SECNO 50.000 3265 DIVIDED FLOW 50.00 3.92 24.52 22.13 .00 24.54 .02 .24 444. 17. 427. 0. 33'. 407. 0. 8. .23 .52 1.05 .00 .070 .100 .040 .000 .001548 95. 102. 106. 2 14 0 .00 FLOW DISTRIBUTION FOR SECNO= 50.00 CWSEL= 24.52 STA= 253. 260. 317. 322. 405. 598. PER Q= .1 3.6 .1 .0 96.1 AREA= 1.9 29.4 1.4 .5 406.9 VEL= .3 .5 .3 .3 1.0 *SECNO 60.000 3265 DIVIDED FLOW 60.00 3.34 24.74 22.89 .00 24.77 .03 .23 444. 110. 334. 0. 96. 231. 0. 9. .25 1.15 1.45 .00 .070 .100 .040 .000 .003782 104. 98. 97. 2 18 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .00 24.00 7. 24.00 21.00 417.97 200.96 618.92 .00 24.00 7. 25.20 20.60 252.94 240.06 574.16 .00 26.00 8. 25.70 21.40 305.93 234.51 613.50 PAGE 24 11-15-88 08:55:36 PAGE 25 SECNO DEPTH CWSEL Q OLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS QROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL UTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=60.00 CWSEL=24.74 STA= 306. 311. 359. 420. 425. 654. PER Q= .3 10.7 13.4 .3 75.3 AREA= 1.7 40.9 51.1 1.9 231.3 VEL= .7 1.2 1.2 .7 1.4 *SECNO 70.000 70.00 444. .26 .011081 1.50 444. 2.68 104. FLOW DISTRIBUTION FOR STA= 295. PER Q= AREA= VEL= *SECNO 80.000 80.00 444. .28 .005222 316 5.2 13.7 1.7 2.35 1. .48 158. 25.30 0. .00 101. SECNO= 393. 68.6 108.7 2.8 26.35 443. 1.61 106. 24.70 0. .00 102. 70.00 421. 24.7 39.2 2.8 24.95 0. .00 138. .00 166. .070 2 1.5 3.9 1.7 .00 3.. .070 1 25.42 .11 0. 0. .100 .040 14 0 CWSEL= 25.30 427. 579. .0 .0 .0 26.39 .04 275. 0. .100 .040 14 0 .62 10. .000 .00 .97 10. .000 .00 .02 8. 23.80 132.37 .01 9. 24.00 164.34 29.80 26.00 294.93 427.30 26.00 28.00 304.48 468.82 FLOW DISTRIBUTION FOR SECNO=80.00 CWSEL=26.35 STA= 304. 319. 477. PER Q= .3 99.7 AREA= 2.6 275.2 VEL= .5 1.6 SECNO 90.000 90.00 444. .29 .025569 1.93 0. .00 109. 27.43 444. 2.57 113. 26.84 0. .00 115. .00 0. .070 2 27.53 173. .100 11 .10 0. .040 0 1.12 11. .000 .00 .02 9. 25.50 153.47 28.00 30.00 375.05 528.52 11-15-88 08:55:36 PAGE 26 SECNO DEPTH Q OLOB TIME VLOB SLOPE XLOBL CUSEL QCH VCH XLCH CR1US QROB VROB XLOBR WSELK EG ALOB ACH XNL XNCH ITRIAL IDC HV HL AROB VOL XNR UTN ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=90.00 CWSEL=27.43 STA= 375. 562. PER Q= 100.0 AREA= 172.8 VEL= 2.6 SECNO 100.000 100.00 444. .31 .011195 2.70 76. 1.60 140. 29.20 368. 2.20 104. 28.28 0. .00 106. .00 48. .070 2 29.27 167. .100 11 .07 0. .040 0 1.74 .00 28.00 11. 10. 30.00 .000 26.50 388.87 .00 180.25 569.12 FLOW DISTRIBUTION FOR SECNO=100.00 CWSEL=29.20 STA= 389. 468. 584. PER Q= 17.2 82.8 AREA= 47.6 167.4 VEL= 1.6 2.2 11-15-88 08:55:36 PAGE 27 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 ************************************************** THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON J# 10490 T2 PROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MARCARIO.HC2 3/30/88 10-yr J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0. 5. 0. 0. .000000 .00 .0 0. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW WSEL FQ 11.800 .000 CHNIM I TRACE 15.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 15.000 11-15-88 08:55:36 PAGE 28 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CUSEL QCH VCH XLCH CR1WS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WIN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPUID ENDST *PROF 4 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 2.000 .300 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= 1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 12.00 ELREA= 13.80 2.00 313. .00 004395 1.80 0. .00 0. 11.80 313. .92 0. 10.89 0. .00 0. 11.80 0. .040 0 11.81 341. .100 10 .01 0. .040 0 .00 0. .000 .00 .00 0. 10.00 378.72 12.00 13.80 499.69 878.41 FLOW" DISTRIBUTION FOR SECNO= 2.00 CUSEL= 11.80 STA= 500. 919. PER Q= 100.0 AREA= 340.8 VEL= .9 *SECNO 3.000 ' 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 14.00 ELREA= 14.00 3.00 313. .02 025091 .97 0. .00 100. 12.67 313. 1.69 102. 12.32 0. .00 117. .00 0. .040 2 12.71 185. .100 22 .04 0. .040 0 .89 1. .000 .00 .01 1. 11.70 303.34 14.00 14.00 559.80 863.15 FLOW DISTRIBUTION FOR SECNO= STA= 560. 907. PER Q= 100.0 AREA= 184.9 VEL= 1.7 3.00 CWSEL=12.67 m 11-15-88 08:55:36 •tf Ml m -m m m m m m £^^ SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 4.000 3470 ENCROACHMENT 3495 OVERBANK AREA 4.00 1.17 313. 0. .04 .00 .014105 98. CWSEL CRIWS WSELK EG HV HL QCH QROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR WTN XLCH XLOBR ITRIAL IDC ICONT CORAR STATIONS= 310.5 937.9 TYPE= 1 TARGET* ASSUMED NON-EFFECTIVE, ELLEA= 16.00 ELREA= 14.67 14.23 .00 14.70 .03 1.99 313. 0. 0. 230. 0. 1. 1.36 .00 .040 .100 .040 .000 108. 114. 4 19 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST -310.500 16.00 .00 16.00 2. 16.00 13.50 531.46 339.30 870.76 PAGE 29 FLOW DISTRIBUTION FOR SECNO=4.00 CWSEL=14.67 STA= 531. 888. m PER Q= 100.0 H AREA= 229.9 VEL= 1.4 PI *SECNO 5.000 5.00 313. .06 .010546 .91 0. .00 110. FLOW DISTRIBUTION FOR STA= 363 * PER Q= AREA= VEL= SECNO 6.000 6.00 313. .09 .009304 701, 100.0 250.5 1.2 1.26 0. .00 202. 16.11 313. 1.25 118. SECNO= 702. .0 .1 .0 17.46 313. 1.30 136. 15.60 0. .04 118. 5.00 16.85 0. .00 120. .00 16.13 6. 251. .040 .100 3 17 CWSEL= .00 17.48 0. 241. .040 .100 4 19 .02 0. .040 0 16.11 .03 0. .040 0 1.43 2. .000 .00 1.35 3. .000 .00 .00 3. 15.20 339.25 .00 3. 16.20 278.38 18.00 16.00 363.04 702.29 18.00 18.00 199.49 477.86 11-15-88 08:55:36 PAGE 30 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL UTN CORAR OLOSS BANK ELEV TUA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=6.00 CWSEL=17.46 STA= 199. 480. PER Q= 100.0 AREA= 240.7 VEL= 1.3 *SECNO 7.000 7.00 313. .11 .017139 1.15 0. .00 119. 18.65 313. 1.74 98. 18.18 0. .00 92. .00 0. .040 3 18.70 180. .100 11 .05 0. .040 0 1.21 3. .000 .00 .01 4. 17.50 213.23 20.00 20.00 284.92 498.14 FLOW DISTRIBUTION FOR SECNO=7.00 CWSEL=18.65 STA= 285. 500. PER Q= 100.0 AREA= 180.2 VEL= 1.7 •1 m mm AH *SECNO 8.000 8.00 313. .13 .009797 2.15 0. .00 133. „,, FLOW DISTRIBUTION FOR - mm -«•» •* MM STA= 402 PER Q= AREA= VEL = *SECNO 9.000 9.00 313. .16 .002239 602 100.0 207.6 1.5 2.66 0. .00 135. 20.15 313. 1.51 117. SECNO= 602. .0 .0 .0 20.66 313. 1.07 118. 19.29 0. .04 99. 8.00 18.99 0. .76 108. .00 20.19 0. 208. .040 .100 2 8 CWSEL= .00 20.67 0. 293. .040 .100 3 14 .04 1.49 0. 4. .040 .000 0 .00 20.15 .02 .48 0. 4. .040 .000 0 .00 .00 5. 18.00 200.18 .00 5. 18.00 158.10 22.00 20.00 402.23 602.41 24.00 20.00 423.31 581.42 11-15-88 08:55:36 PAGE 31 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL FLOW DISTRIBUTION FOR STA= 423. 580 PER Q= 99.9 AREA= 293.4 VEL= 1.1 *SECNO 10.000 3265 DIVIDED FLOW 10.00 1.35 313. 21. .17 2.58 .027132 121. FLOW DISTRIBUTION FOR STA= 360. 374 PER Q= 3.2 AREA= 3.9 VEL= 2.6 *SECNO 20.000 3265 DIVIDED FLOW 20.00 1.73 313. 301. .18 3.07 .006589 105. FLOW DISTRIBUTION FOR STA= 460. 464 PER Q= .2 AREA= .8 VEL= .9 *SECNO 30.000 30.00 2.45 313. 0. .20 .00 .008092 147. CWSEL QCH VCH XLCH SECNO= 581 .1 .4 .8 21.15 286. 2.71 103. SECNO= 389 3.4 4.2 2.6 22.33 12. .76 98. SECNO= 508 45.4 45.9 3.1 23.35 313. 1.77 107. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR [TRIAL IDC ICONT CORAR 9.00 CWSEL= 20.66 20.70 .00 21.26 .12 .56 6. 8. 106. 1. 5. 3.97 .040 .100 .040 .000 99. 2 17 0 .00 10.00 CWSEL= 21.15 571. 574. 91.5 1.8 105.8 1.4 2.7 4.0 22.00 .00 22.47 .14 1.20 0. 98. 16. 0. 5. .00 .040 .100 .040 .000 94. 3 8 0 .00 20.00 CWSEL= 22.33 558. 560. 664. 50.4 .1 3.9 51.0 .4 16.0 3.1 .9 .8 22.23 .00 23.40 .05 .92 0. 0. 176. 0. 5. .00 .040 .100 .040 .000 112. 3 19 0 .00 OLOSS BANK ELE' TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .03 25.00 5. 20.00 19.80 359.56 122.94 573.80 .01 25.00 6. 24.00 20.60 459.74 131.90 635.85 .01 24.00 6. 24.00 20.90 444.54 115.21 559.75 11-15-88 08:55:36 PAGE 32 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIUS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR 1TRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPUID ENDST FLOW DISTRIBUTION FOR SECNO= STA= 445. 563. PER Q= 100.0 AREA= 176.4 VEL= 1.8 30.00 CWSEL=23.35 SECNO 40.000 40.00 313. .22 .003957 2.91 0. .00 116. 23.91 313. 1.21 96. 22.43 0. .00 97. .00 0. .070 2 23.93 259. .100 14 .02 0. .040 0 .53 6. .000 .00 .00 6. 21.00 176.65 24.00 24.00 427.92 604.57 FLOW DISTRIBUTION FOR SECNO=40.00 CWSEL=23.91 STA= 428. 605. PER Q= 100.0 AREA= 259.4 VEL= 1.2 *SECNO 50.000 3265 DIVIDED FLOW 50.00 3.53 313. 1. .26 .19 .001295 95. FLOW DISTRIBUTION FOR STA= 258. 317. PER Q= .5 AREA= 7.3 VEL= .2 *SECNO 60.000 3265 DIVIDED FLOW 60.00 2.93 313. 36. .27 .77 .004124 104. 24.13 312. .91 102. SECNO= 405 .0 .1 .0 24.33 277. 1.48 98. 21.95 .00 0. 7. .00 .070 106. 2 50.00 598. 99.5 343.3 .9 22.65 .00 0. 47. .00 .070 97. 2 24.14 343. .100 14 CWSEL= 24.36 187. .100 22 .01 .21 .00 24.00 0. 7. 7. 25.20 .040 .000 20.60 258.34 0 .00 214.98 560.16 24.13 .03 .21 .01 26.00 0. 7. 7. 25.70 .040 .000 21.40 308.49 0 .00 210.11 596.10 11-15-88 08:55:36 PAGE 33 SECNO DEPTH CWSEL Q OLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CR1WS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR UTN XLOBR I TRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=60.00 CWSEL=24.33 STA= 308. PER Q= AREA= VEL= *SECNO 70.000 70.00 313. .29 .013560 .0 .3 .4 1.18 313. 2.52 104. FLOW DISTRIBUTION STA= 300. PER Q= AREA= VEL = *SECNO 80.000 80.00 313. .31 .004723 3.8 7.8 1.5 2.05 0. .01 158. FLOW DISTRIBUTION STA= 317. PER 0= AREA= VEL= *SECNO 90.000 90.00 313. .33 .031662 .0 .0 .0 1.61 0. .00 109. 311. 359 5.1 20.7 .8 24.98 0. .00 101. FOR SECNO= 316. 393 69.9 83.9 2.6 26.05 313. 1.36 106. FOR SECNO= 319. 477 100.0 229.4 1.4 27.11 313. 2.49 113. 420. 6.4 25.9 .8 24.54 0. .00 102. 70.00 421. 25.2 30.2 2.6 24.76 0. .00 138. 80.00 26.67 0. .00 115. .0 .4 .4 .00 124. .070 2 1.1 2.2 1.5 .00 0. .0/0 2 .00 0. .070 1 422. 654. 88.4 187.2 1.5 25.08 .10 0. 0. .100 .040 11 0 CWSEL = 24.98 426. 579. .0 .0 .0 26.08 .03 229. 0. .100 .040 14 0 CWSEL= 26.05 27.21 .10 126. 0. .100 .040 11 0 .70 .02 29.80 8. 8. 26.00 .000 23.80 300.11 .00 125.71 425.82 .99 .01 26.00 8. 8. 28.00 .000 24.00 317.06 .00 150.26 467.33 1.11 .02 28.00 9. 9. 30.00 .000 25.50 388.65 .00 136.98 525.63 11-15-88 08:55:36 PAGE 34 SECNO DEPTH CWSEL Q OLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS USELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST FLOW DISTRIBUTION FOR SECNO=90.00 CWSEL=27.11 STA= 389. 562. PER Q= 100.0 AREA= 125.5 VEL= 2.5 :SECNO 100.000 100.00 313. .34 .010320 2.43 38. 1.30 140. 28.93 275. 1.95 104. 28.03 0. .00 106. .00 29. .070 3 28.99 141. .100 11 .05 0. .040 0 1.78 .00 28.00 9. 9. 30.00 .000 26.50 406.25 .00 157.97 564.22 FLOW DISTRIBUTION FOR SECNO=100.00 CWSEL=28.93 STA= 406. 468. 584. PER Q= 12.1 87.9 AREA= 29.0 141.3 VEL= 1.3 1.9 11-15-88 08:55:36 PAGE 35 THIS RUN EXECUTED 11-15-88 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST FILENAME: MARCARIO.HC SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10K*S VCH AREA .01 p HI PM KM ^H•PI M - M _ IM mm •• •HI _ iM ""* - — „- 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 10.00 10.00 10.00 10.00 11.70 11.70 11.70 11.70 13.50 13.50 13.50 13.50 15.20 15.20 15.20 15.20 16.20 16.20 16.20 16.20 17.50 17.50 17.50 17.50 18.00 18.00 18.00 18.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.51 13.35 12.89 12.67 15.39 15.25 14.82 14.67 16.95 16.79 16.31 16.11 18.37 18.19 17.66 17.46 19.61 19.42 18.87 18.65 21.23 21.01 20.39 20.15 11.46 11.34 11.02 10.89 12.80 12.70 12.43 12.32 14.67 14.58 14.32 14.23 16.05 15.96 15.70 15.60 17.36 17.25 16.96 16.85 18.74 18.62 18.30 18.18 20.09 19.95 19.49 19.29 13.02 12.62 12.02 11.81 13.58 13.42 12.93 12.71 15.46 15.31 14.86 14.70 17.01 16.84 16.34 16.13 18.43 18.24 17.69 17.48 19.73 19.52 18.93 18.70 21.32 21.09 20.43 20.19 25.49 41.90 50.42 43.95 180.60 185.07 199.33 250.91 167.71 166.38 160.39 141.05 105.60 103.57 101.18 105.46 102.70 102.28 96.83 93.04 171.49 168.06 167.26 171.39 111.01 108.97 102.11 97.97 1.06 1.15 1.06 .92 2.16 2.07 1.74 1.69 2.13 1.99 1.59 1.36 1.91 1.78 1.40 1.25 2.08 1.93 1.48 1.30 2.70 2.51 1.96 1.74 2.50 2.31 1.74 1.51 1017.31 776.45 420.80 340.85 499.79 430.68 255.81 184.95 508.49 446.87 279.31 229.91 564.29 498.92 318.31 250.58 519.58 462.43 299.63 240.68 399.99 354.53 226.70 180.15 432.99 385.24 254.51 207.61 214. 137. 62. 47. 80. 65. 31. 19. 83. 69. 35. 26. 105. 87. 44. 30. 106. 88. 45. 32. 82. 68. 34. 23. 102. 85. 43. 31. 11-15-88 08:55:36 PAGE 36 SECNO XLCH ELTRO ELLC ELM1N CWSEL CR1US EG 10K*S VCH AREA .01 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 , .00 ' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 18.00 18.00 18.00 18.00 19.80 19.80 19.80 19.80 20.60 20.60 20.60 20.60 20.90 20.90 20.90 20.90 21.00 21.00 21.00 21.00 20.60 20.60 20.60 20.60 21.40 21.40 21.40 21.40 23.80 23.80 23.80 23.80 24.00 24.00 24.00 24.00 25.50 25.50 25.50 25.50 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 22.02 21.76 20.97 20.66 22.59 22.33 21.51 21.15 23.32 23.12 22.55 22.33 24.69 24.44 23.68 23.35 25.37 25.11 24.27 23.91 25.68 25.40 24.52 24.13 25.92 25.65 24.74 24.33 26.35 26.10 25.30 24.98 27.41 27.16 26.35 26.05 28.48 28.23 27.43 27.11 19.89 19.71 19.19 18.99 21.58 21.41 20.90 20.70 22.85 22.67 22.18 22.00 23.19 22.99 22.44 22.23 23.36 23.18 22.65 22.43 22.83 22.63 22.13 21.95 24.17 23.56 22.89 22.65 25.33 25.16 24.70 24.54 25.62 25.44 24.95 24.76 27.46 27.30 26.84 26.67 22.08 21.81 21.00 20.67 22.76 22.48 21.62 21.26 23.67 23.42 22.74 22.47 24.83 24.56 23.75 23.40 25.43 25.16 24.30 23.93 25.71 25.43 24.54 24.14 25.97 25.69 24.77 24.36 26.52 26.26 25.42 25.08 27.50 27.23 26.39 26.08 28.62 28.35 27.53 27.21 41.49 38.66 27.35 22.39 95.53 107.10 188.27 271.32 73.56 73.23 69.27 65.89 113.83 111.17 92.21 80.92 38.16 38.11 38.88 39.57 20.70 20.03 15.48 12.95 32.76 33.90 37.82 41.24 85.14 88.97 110.81 135.60 63.23 60.02 52.22 47.23 172.84 188.11 255.69 316.62 2.02 1.85 1.29 1.07 2.59 2.58 2.65 2.71 1.36 1.26 .92 .76 3.02 2.79 2.06 1.77 1.86 1.74 1.36 1.21 1.47 1.36 1.05 .91 1.56 1.49 1.45 1.48 .72 .43 .00 .00 2.35 2.16 1.61 1.36 2.99 2.87 2.57 2.49 539.29 484.26 343.30 293.80 350.69 302.10 163.34 115.32 262.95 229.05 142.91 114.09 364.47 322.04 215.24 176.45 591.15 519.96 327.62 259.44 762.72 676.25 440.08 350.78 648.70 564.06 326.87 234.51 350.81 290.13 165.54 124.15 477.10 424.27 277.79 229.45 367.70 311.98 172.77 125.54 167. 143. 84. 66. 110. 86. 32. 19. 126. 104. 53. 38. 101. 84. 46. 34. 174. 144. 71. 49. 237. 198. 112. 86. 188. 152. 72. 48. 117. 94. 42. 26. 135. 114. 61. 45. 82. 64. 27. 17. Ml 11-15-88 m m m m mt SECNO 100.000 100.000 100.000 100.000 08:55:36 XLCH 104.00 104.00 104.00 104.00 ELTRD .00 .00 .00 .00 ELLC .00 .00 .00 .00 ELMIN 26.50 26.50 26.50 26.50 Q 1081.00 890.00 444.00 313.00 CWSEL 30.08 29.87 29.20 28.93 CRIWS 29.02 28.84 28.28 28.03 EG 30.19 29.97 29.27 28.99 10K*S 119.37 118.69 111.95 103.20 VCH 2.80 2.66 2.20 1.95 PAGE 37 AREA 404.75 354.22 214.98 170.27 .01 98. 81. 41. 30. 11-15-88 08:55:36 FILENAME: MARCARIO.HC SUMMARY PRINTOUT TABLE 150 PAGE 38 SEGNO CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.51 13.35 12.89 12.67 15.39 15.25 14.82 14.67 16.95 16.79 16.31 16.11 18.37 18.19 17.66 17.46 19.61 19.42 18.87 18.65 21.23 21.01 20.39 20.15 22.02 21.76 20.97 20.66 22.59 22.33 21.51 21.15 .00 -.40 -.60 -.20 .00 -.16 -.46 -.22 .00 -.14 -.43 -.15 .00 -.16 -.48 -.20 .00 -.18 -.53 . -.20 ' .00 -.19 -.56 -.21 .00 -.22 -.62 -.23 .00 -.26 -.79 -.31 .00 -.26 -.82 -.36 .00 .00 .00 .00 .51 .75 .89 .87 1.88 1.90 1.93 2.01 1.56 1.54 1.49 1.44 1.41 1.40 1.35 1.35 1.25 1.24 1.21 1.19 1.61 1.58 1.52 1.50 .79 .75 .58 .50 .56 .57 .53 .49 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 605.92 598.39 420.80 378.72 443.37 416.68 339.93 303.34 437.89 421.87 359.77 339.30 408.44 395.02 355.33 339.25 325.93 322.27 293.56 278.38 243.86 237.85 220.07 213.23 216.12 212.85 203.60 200.18 214.14 200.81 160.81 158.10 191.59 185.17 145.66 122.94 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 11-15-88 08:55:36 PAGE 39 SECNO CWSEL D1FWSP DIFWSX DIFKUS TOPWIO XLCH • •i m Mi pi m PI M M pi m p. ta pi tm •' m m m m m m m tL^ 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 100.000 100.000 100.000 100.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 23.32 23.12 22.55 22.33 24.69 24.44 23.68 23.35 25.37 25.11 24.27 23.91 25.68 25.40 24.52 24.13 25.92 25.65 24.74 24.33 26.35 26.10 25.30 24.98 27.41 27.16 26.35 26.05 28.48 28.23 27.43 27.11 30.08 29.87 29.20 28.93 .00 -.20 -.57 -.22 .00 -.24 -.76 -.33 .00 -.26 -.84 -.37 .00 -.27 -.88 -.39 .00 -.27 -.91 -.42 .00 -.25 -.80 . -.32 ' .00 -.26 -.80 -.31 .00 -.26 -.80 -.32 .00 -.21 -.66 -.27 .74 .79 1.05 1.18 1.36 1.32 1.13 1.02 .69 .67 .59 .56 .30 .29 .25 .22 .25 .25 .22 .20 .43 .45 .56 .66 1.06 1.05 1.05 1.06 1.07 1.07 1.08 1.06 1.59 1.64 1.77 1.82 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 170.54 162.55 140.22 131.90 182.66 164.58 123.58 115.21 277.75 259.26 200.96 176.65 329.26 302.76 240.06 214.98 338.64 287.85 234.51 210.11 262.37 226.48 132.37 125.71 212.75 201.05 164.34 150.26 227.55 203.40 153.47 136.98 254.55 236.57 180.25 157.97 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 104.00 104.00 104.00 104.00 11-15-88 08:55:36 PAGE 40 SUMMARY OF ERRORS AND SPECIAL NOTES 11-15-88 08:56:40 PAGE THIS RUN EXECUTED 11-15-88 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 1984 m APPENDIX Bl HEC-2 Computer Output: Existing Conditions n = 0.045 PI m m m ****************************************************** * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * * IBM-PC-XT VERSION AUGUST 1985 * * RUN DATE 12-06-88 TIME 14:20:12 ****************************************************** ************************************ * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 * (916) 440-2105 (FTS) 448-2105 X X X X X X xxxxxxx X X X X X X xxxxxxx X X xxxx X X xxxxxxx xxxxx X X X X X X X xxxxx xxxxx xxxxx X X X xxxxx X X xxxxxxx m it pi 12-06-88 14:20:12 m m ************************************************** m HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 |H ERROR CORR - 01,02,03,04,05,06 PAGE THIS RUN EXECUTED 12-06-88 MODIFICATION - 50,51,52,53,54,55,56 p, IBM-PC-XT VERSION AUGUST 1985 ************************************************** m m T1 SUBCRITICAL RUN FOR MARCARIO CANYON J# 10490 M T2 PROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 ••ippi m J1 m <"• J2 IP M PI NC M °T X1 X3piGR •1 GR GR m GR ta GR GR pn XI "•" X3 GR "" GR tM GR GR «*• GR m GR -•xi X3 *• GR GR 1-1 GR M GR GR FILENAME: MARCARIO.HC2 3/30/88 I CHECK 0. NPROF -1.000 .035 1.000 2.000 10.000 50.000 20.000 20.000 10.000 18.000 32.000 3.000 10.000 40.000 16.000 25.700 16.000 12.000 22.000 4.000 10.000 30.000 26.000 15.300 16.000 40.000 INQ NINV IDIR 2.0. 0 STRT .000000 IPLOT PRFVS XSECV XSECH .000 .035 1081.000 26.000 .000 .000 178.600 263.900 766.900 1016.200 1093.900 29.000 .000 .000 154.700 284.600 366.600 841.400 1048.400 21.000 .000 .000 287.700 448.800 887.800 937.900 -1.000 .045 .000 303.700 .000 42.000 14.000 16.000 12.000 20.000 .000 382.000 .000 30.000 14.000 26.000 14.000 14.000 24.000 394.300 .000 24.000 30.000 14.000 20.000 .000 000 .000 .100 .000 918.600 263.900 28.300 200.600 290 .'200 890,800 1027.900 .000 906.500 319.200 47.000 177.300 296.200 382.000 906.500 1065.400 887.800 310.500 49.700 310.500 620.400 898.100 .000 METRIC .00 FN .000 .300 .000 .000 .000 40.000 12.000 12.000 13.800 22.000 .000 100.200 .000 26.000 12.000 26.000 12.000 16.000 30.000 98.100 .000 24.000 20.000 13.500 22.000 .000 HVINS .0 ALLDC -1.000 .000 .000 .000 .000 59.900 212.800 303.700 918.600 1034.100 .000 117.000 .000 71.100 203.800 319.200 649.000 939.400 1131.100 114.000 .000 139.000 337.300 693.400 904.000 .000 Q 0. IBW .000 .000 .000 .000 .000 38.000 10.000 12.000 14.000 24.000 .000 101.700 .000 20.000 20.000 22.000 12.000 18.000 40.000 108.000 .000 24.000 18.000 14.000 24.000 .000 WSEL 13.000 CHNIM .000 . 86. 228. 428. 953. 1058. . . 117. 218. 333. 712. 980. 1196. . . 234. 384. 757. 915. . FQ .000 I TRACE 15.000 000 000 000 000 500 30 600 12 000 12 300 16 500 30 000 000 000 900 18 200 20 400 20 500 11 900 20 900 000 000 400 25 100 16 100 14 800 30 000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .700 .000 .000 .000 .000 .900 .000 .000 .000 .000 .000 .000 .000 .000 139.300 244.300 470.000 989.100 1086.700 .000 .000 .000 136.200 272.200 354.400 799.300 1013.000 .000 .000 .000 268.500 394.300 862.100 921.700 .000 M *, 12-06-88 14:20:12 m m m at m m m tm mm M 9m m m m m m Urn m m m ta- P. «• •M -- *" m «•" |MMM X1 X3 GR GR GR GR X1 GR GR GR GR X1 GR GR GR X1 GR GR GR GR X1 GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR X1 GR GR GR GR GR 5.000 10.000 30.000 14.000 20.000 16.000 6.000 40.000 22.000 16.200 40.000 7.000 40.000 18.000 26.000 8.000 40.000 24.000 20.000 30.000 9.000 40.000 24.000 24.700 20.000 10.000 40.000 30.000 22.000 20.000 40.000 20.000 40.000 28.000 24.000 22.000 30.000 50.000 30.000 29.800 20.900 30.000 19.000 .000 .000 110.800 216.300 701.200 16.000 .000 106.200 472.000 541.800 13.000 .000 304.700 524.200 17.000 .000 278.100 404.300 628.000 18.000 .000 293.300 388.700 580.300 21.000 .000 202.600 412.800 489.000 617.300 20.000 .000 359.400 570.400 630.100 22.000 .000 161.900 258.300 506.700 675.000 225.300 .000 22.000 12.300 18.000 18.000 162.000 30.000 20.000 18.000 .000 243.900 30.000 17.500 30.000 377.600 32.000 24.000 19.300 40.000 399.800 38.000 22.000 24.000 30.000 443.400 34.000 28.000 24.000 19.800 .000 587.700 34.000 26.000 25.000 24.000 430.800 40.000 28.000 28.000 22.000 40.000 701.200 216.300 28.200 142.200 225.300 719.800 480.400 8.700 125.400 480.400 .000 500.100 33.000 376.900 530.900 602.200 132.400 336.900 466.400 642.700 580.300 24.600 318.100 399.800 597.100 571.300 96.700 255.400 425.100 520.100 .000 664.000 182.700 411.600 587.700 664.000 562.700 35.500 185.800 280.100 553.600 775.800 110.300 .000 22.000 14.000 16.000 30.000 202.000 26.000 18.000 22.000 .000 119.000 24.000 18.000 40.000 133.000 30.000 24.200 18.000 .000 135.000 36.000 21.000 20.000 40.000 121.000 34.000 24.000 25.000 20.000 .000 105.000 32.000 22.000 24.000 26.000 147.000 36.000 26.000 26.000 24.000 .000 118.000 .000 50.600 176.600 371.600 743.400 119.900 17.700 162.000 490.300 .000 91 .900 68.100 497.200 554.600 98.500 175.400 346.400 521.400 .000 107.900 64.900 338.200 428.000 619.100 99.200 111.300 321.800 443.400 552.400 .000 94.000 205.300 464.200 599.400 670.300 112.000 50.500 195.100 317.500 562.700 .000 118.000 .000 20.000 18.000 15.200 40.000 136.200 24.100 17.000 24.000 .000 98.000 22.000 20.000 .000 117.100 28.000 24.000 20.000 .000 118.000 30.000 22.000 18.000 .000 103.000 34.000 22.000 24.000 20.000 .000 98.000 30.000 20.600 22.000 30.000 106.600 34.000 26.000 24.000 25.000 .000 .000 .000 74.200 188.200 440.500 769.000 .000 28.900 231.000 501.800 .000 .000 177.900 500.100 .000 .000 222.600 364.000 602.200 .000 .000 182.100 361.900 530.600 .000 .000 123.500 337.300 456.500 571.300 .000 .000 230.000 508.400 604.800 693.500 .000 92.500 217.000 430.800 580.000 .000 .000 .000 16.000 20.000 15.200 .000 .000 24.000 16.400 30.000 .000 .000 20.000 24.000 .000 .000 26.000 22.000 28.000 .000 .000 28.000 24.000 18.000 .000 .000 32.000 20.600 22.000 30.000 .000 .000 28.000 22.000 21.500 40.000 .000 32.000 28.000 22.000 26.000 .000 PAGE .000 .000 90.100 199.100 639.500 .000 .000 69.200 353.400 513.800 .000 .000 243.900 509.000 .000 .000 258.000 377.600 613.200 .000 .000 224.900 372.500 568.900 .000 .000 141.600 373.900 474.100 593.100 .000 .000 296.200 557.500 617.100 741.400 .000 131.400 222.900 473.200 634.200 .000 12-06-88 14:20:12 PAGE NC X1 GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR GR GR XI GR GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR GR GR X1 GR GR GR GR EJ .070 40.000 50.000 26.000 26.000 24.000 50.000 60.000 26.000 29.800 20.600 28.000 60.000 60.000 28.000 26.000 24.000 25.700 40.000 70.000 60.000 26.000 28.000 26.700 30.000 80.000 60.000 28.000 24.000 32.000 58.000 90.000 60.000 30.000 26.000 32.000 46.000 56.000 100.000 60.000 32.000 30.000 46.000 .000 .040 20.000 .000 314.600 387.500 604.900 25.000 .000 232.600 366.800 521.100 694.300 28.000 .000 248.100 433.200 500.700 653.600 820.200 25.000 .000 283.700 443.400 522.700 701 .400 22.000 .000 176.000 456.800 636.000 815.800 27.000 .000 193.100 505.300 631.800 833.400 985.100 20.000 .000 215.300 583.900 830.600 .000 .100 422.700 40.000 26.000 24.000 26.000 405.200 50.000 24.000 28.000 22.000 30.000 492.800 50.000 26.000 28.000 22.000 26.000 50.000 463.000 50.000 24.000 29.800 26.000 38.000 319.000 50.000 27.800 26.000 34.000 60.000 351.200 60.000 28.000 25.500 34.000 48.000 60.000 468.000 50.000 30.000 32.000 48.000 .000 .000 604.900 62.700 325.400 422.700 709.200 598.400 49.800 260.100 385.600 546.500 711.400 653.600 37.700 298.200 441.900 514.100 712.800 858.400 579.400 45.900 316.000 463.000 532.800 717.800 476.800 30.500 245.300 467.100 660.700 825.000 562.300 61.300 351.200 510.300 670.100 867.700 1033.800 583.900 41.000 336.500 647.200 843.700 .000 .000 115.500 32.000 28.000 22.000 30.000 95.300 40.000 24.000 26.000 24.000 40.000 104.400 40.000 24.000 29.800 21.400 30.000 60.000 104.000 40.000 23.800 28.000 25.800 40.000 158.000 40.000 26.000 28.000 40.000 .000 108.500 50.000 26.000 26.000 36.000 50.000 .000 140.000 40.000 28.000 34.000 50.000 .000 .000 96.700 126.300 336.100 535.100 746.000 105.800 79.400 316.500 397.100 555.600 778.700 97.100 104.200 310.500 463.100 548.500 749.700 881.400 102.000 94.700 393.400 480.800 556.900 748.400 138.000 78.800 319.000 476.800 684.300 .000 115.000 128.000 434.800 515.800 701.100 888.400 .000 106.000 147.400 468.000 696.700 870.000 .000 .000 96.300 30.000 29.800 21.000 40.000 102.100 30.000 26.000 24.000 25.200 50.000 97.800 32.000 23.800 28.000 22.000 32.000 .000 101.000 30.000 24.000 26.000 26.000 50.000 106.000 36.000 24.000 28.000 50.000 .000 113.000 40.000 25.800 28.000 40.000 52.000 .000 104.000 38.000 26.500 36.000 52.000 .000 .000 .000 217.800 357.200 560.400 811.900 .000 142.400 337.400 405.200 598.400 818.500 .000 150.600 359.000 480.200 572.800 779.700 .000 .000 127.900 421.300 492.700 579.400 778.700 .000 103.100 382.500 525.200 731.000 .000 .000 162.000 450.000 533.600 747.000 912.100 .000 .000 164.900 537.100 719.700 885.300 .000 .000 .000 28.000 28.000 22.000 50.000 .000 28.000 28.000 22.000 26.000 60.000 .000 30.000 24.000 26.000 24.000 36.000 .000 .000 28.000 26.000 26.000 28.000 60.000 .000 30.000 24.000 30.000 56.000 .000 .000 36.000 26.000 30.000 44.000 54.000 .000 .000 36.000 28.000 40.000 60.000 .000 .000 .000 281.200 373.100 597.700 858.100 .000 209.000 348.500 444.500 653.300 843.200 .000 190.600 419.700 492.800 582.400 810.300 .000 .000 186.600 430.500 510.700 683.500 799.200 .000 123.500 432.900 575.900 762.300 .000 .000 170.200 460.600 562.300 809.400 971.700 .000 .000 185.400 546.800 758.200 998.000 .000 12-06-88 14:20:12 PAGE SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CUSEL QCH VCH XLCH CRIWS QROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELHIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS=263.9 1093.9 TYPE=1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=12.00 ELREA=13.80 2.00 3.00 13.00 11.46 13.00 1081. 1. 1080. 0. 2. .00 .59 1.06 .00 .035 .000517 0. 0. 0. 0 FLOW DISTRIBUTION FOR SECNO= 2.00 STA= 300. 304. 919. PER Q= .1 99.9 AREA= 1.7 1015.6 VEL= .6 1.1 *SECNO 3.000 3470 ENCROACHMENT STATIONS* 319.2 1196.9 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 3.00 1.32 13.02 12.80 .00 1081. 0. 1081. 0. 0. .01 .00 3.56 .00 .035 .014767 100. 102. 117. 2 13.02 1016. .045 10 CWSEL= TYPE= 14 13.22 303. .045 22 .02 .00 0. 0. .035 .000 0 .00 13.00 1 TARGET= .00 ELREA= .20 .15 0. 2. .035 .000 0 .00 .00 0. 10.00 605.92 -319.200 14.00 .05 1. 11.70 362.40 12.00 13.80 300.33 906.24 14.00 14.00 512.33 874.72 FLOW DISTRIBUTION FOR SECNO= STA= 512. 907. PER Q= 100.0 AREA= 303.3 VEL= 3.6 3.00 CWSEL=13.02 12-06-88 14:20:12 PAGE SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIUS USELK OROB ALOB VROB XNL EG ACH XNCH XLOBR ITRIAL IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPUID ENDST *SECNO 4.000 3470 ENCROACHMENT STATIONS= 310.5 937.9 TYPE= 1 TARGET* -310.500 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 16.00 ELREA= 16.00 4.00 1081. .02 019400 1.32 0. .00 98. 14.82 1081. 3.88 108. 14.67 0. .00 114. .00 0. .035 3 15.05 279. .045 15 .23 0. .035 0 1.82 2. .000 .00 .01 2. 13.50 359.48 16.00 16.00 513.07 872.55 FLOW DISTRIBUTION FOR SECNO= 4.00 CWSEL= 14.82 STA= 513. 888. PER Q= 100.0 AREA= 278.6 VEL= 3.9 *SECNO 5.000 3470 ENCROACHMENT STATIONS= 216.3 769.0 TYPE= 1 TARGET= -216.300 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 18.00 ELREA= 16.00 5.00 1081. .03 008905 1.21 0. .00 110. 16.41 1080. 3.07 118. 16.05 1. 1.38 118. .00 0. .035 4 16.55 352. .045 14 .15 1. .035 0 1.49 3. .000 .00 .01 3. 15.20 363.15 18.00 16.00 341.83 704.98 FLOW DISTRIBUTION FOR SECNO= STA= 342. 701. PER 0= 99.9 .1 AREA= 351.6 .8 VEL= 3.1 1.4 705. 5.00 CWSEL=16.41 17.70 1081. 3.49 136. 17.36 0. .00 120. .00 0. .035 3 17.89 309. .045 8 .19 0. .035 0 1.32 4. .000 .00 .01 4. 16.20 296.00 18.00 18.00 182.98 478.98 •M m i^•H MM m 12-06-88 SECNO Q TIME SLOPE 14:20: DEPTH QLOB VLOB XLOBL 12 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WIN ICONT CORAR PAGE OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPUID ENDST FLOW DISTRIBUTION FOR SECNO= STA= 183. 480. ** PER Q= 100.0 AREA= 309.4 ** VEL= 3.5 6.00 CWSEL=17.70 18.91 1081. 4.56 98. 18.73 0. .00 92. .00 0. .035 2 19.23 237. .045 15 .32 0. .035 0 1.31 5. .000 .00 .04 5. 17.50 221.59 20.00 20.00 276.94 498.52 FLOW DISTRIBUTION FOR SECNO= STA= 277. 500. PER Q= 100.0 AREA= 237.2 VEL= 4.6 7.00 CWSEL=18.91 *SECNO 8.000 8.00 1081. .05 .009620 2.48 0. .00 133. 20.48 1081. 3.94 117. 20.07 0. 1.41 99. .00 0. .035 2 20.72 274. .045 14 .24 0. .035 0 1.48 5. .000 .00 .01 5. 18.00 205.04 22.00 20.00 397.83 602.87 FLOW DISTRIBUTION FOR SECNO= STA= 398. 602. PER Q= 100.0 .0 AREA= 274.3 .2 VEL= 3.9 1.4 *SECNO 9.000 3265 DIVIDED FLOW 603. 8.00 CWSEL=20.48 9.00 1081. .06 002605 3.13 0. .36 135. 21.13 1079. 2.93 118. 19.89 1. 1.34 108. .00 0. .035 3 21.27 368. .045 15 .13 1. .035 0 .53 6. .000 .00 .01 6. 18.00 168.20 24.00 20.00 335.45 582.21 pi m IB, mm m mm an mm in m an m m m m m m ^ 12-06-88 14:20:12 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH FLOW DISTRIBUTION FOR SECNO STA= 335. 341. 580 PER Q= .0 99.9 AREA= .4 368.3 VEL= .4 2.9 *SECNO 10.000 3265 DIVIDED FLOW 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 10.00 1.82 21.62 1081. 109. 958. .07 3.88 6.41 .020485 121. 103. FLOW DISTRIBUTION FOR SECNO= STA= 347. 374. 402 PER Q= 4.9 5.2 AREA= 13.6 14.4 CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC 9.00 CWSEL= 582. .1 1.1 1.3 21.62 .00 22.21 14. 28. 149. 4.95 .035 .045 99. 0 11 10.00 CWSEL= 571. 575. 88.6 1.3 149.4 2.9. HV HL OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 21.13 .59 .59 .14 25.00 3. 7. 6. 20.00 .035 .000 19.80 347.25 0 .00 152.87 574.83 21.62 PAGE *SECNO 20.000 p. 3265 DIVIDED FLOW 20.00 1081. .07 .008212 2.46 952. 5.42 105. 23.06 129. 2.90 98. 22.80 0. .00 94. .00 176. .035 3 23.48 44. .045 11 .42 0. .035 0 1.25 7. .000 .00 .02 6. 20.60 160.37 25.00 24.00 450.21 648.14 FLOW DISTRIBUTION FOR SECNO=20.00 CWSEL=23.06 STA= 450. 464. 508. 558. 564. 664. PER Q= 1.7 40.5 45.0 .8 11.9 AREA= 7.4 78.0 86.6 3.7 44.4 VEL= 2.5 5.6 5.6 2.5 2.9 12-06-88 14:20:12 PAGE SECNO Q TIME SLOPE *SECNO 30 30.00 1081. .08 .005739 DEPTH QLOB VLOB XLOBL .000 3.19 0. .42 147. FLOW DISTRIBUTION FOR STA= 425. 431 PER Q= AREA= VEL= *SECNO 40 40.00 1081. .09 .007581 .0 .3 .4 .000 3.91 8. 1.09 116. CUSEL QCH VCH XLCH 24.09 1081. 4.02 107. SECNO= 563 100.0 269.0 4.0 24.91 1032. 2.33 96. CRIUS WSELK QROB ALOB VROB XNL XLOBR I TRIAL 23.19 .00 0. 0. .03 .035 112. 3 30.00 564. .0 .1 .0 23.36 .00 41. 7. 1.91 .070 97. 2 EG HV HL OLOSS ACH AROB VOL TWA XNCH XNR WTN ELMIN IDC ICONT CORAR TOPWID 24.34 .25 .85 .02 269. 0. 8. 7. .045 .035 .000 20.90 11 0 .00 138.91 CWSEL= 24.09 24.99 .08 .63 .02 442. 22. 9. 7. .100 .040 .000 21.00 19 0 .00 245.74 BANK ELE1 LEFT/RIGHT SSTA ENDST 24.00 24.00 425.43 564.34 24.00 24.00 406.67 652.41 FLOW DISTRIBUTION FOR SECNO=40.00 CWSEL=24.91 STA= 407. 423. 605. 652. PER Q= .7 95.4 3.8 AREA= 7.3 442.1 21.6 VEL= 1.1 2.3 1.9 *SECNO 50.000 3265 DIVIDED FLOW 50.00 4.81 1081. 140. .11 1.30 .002915 95. FLOW DISTRIBUTION FOR STA= 241 . 260 PER Q= 1.1 AREA= 13.6 VEL= .9 25.41 941. 1.65 102. SECNO= 317. 10.6 79.5 1.4 22.83 1. .44 106. 50.00 331. .9 10.4 .9 .00 107. .070 2 405 .3 4.0 .9 25.45 570. .100 11 CWSEL= 598. 87.0 570.3 1.6 .04 1. .040 0 25.41 613. .1 1.5 .4 .45 .00 24.00 10. 8. 25.20 .000 20.60 240.73 .00 303.73 612.73 12-06-88 14:20:12 PAGE SECNO DEPTH CUSEL CRIUS USELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 60.000 3265 DIVIDED FLOW 60.00 4.35 25.75 23.77 .00 25.80 .05 .35 1081. 449. 632. 0. 222. 371. 0. 12. .13 2.02 1.70 .21 .070 .100 .040 .000 .004298 104. 98. 97. 2 11 0 .00 FLOW DISTRIBUTION FOR SECNO= 60.00 CWSEL= 25.75 STA= 300. 311. 359. 420. 432. 654. 663. OLOSS BANK ELE' TUA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .00 26.00 9. 25.70 21.40 299.74 301.43 663.44 PER Q= 1.1 17.4 21.8 1.2 58.5 .0 AREA= 9.4 89.7 112.3 10.3 371.1 .2 VEL= 1.3 2.1 2.1 1.3 1.7 .2 *SECNO 70.000 3265 DIVIDED FLOW 70.00 1081. .13 009434 2.49 1061. 3.45 104. 26.29 17. .69 101. 25.32 2. 1.00 102. .00 308. .070 2 26.47 25. .100 22 .18 2. .040 0 .63 .04 29.80 13. 9. 26.00 .000 23.80 269.49 .00 253.71 594.63 FLOW DISTRIBUTION FOR SECNO=70.00 CWSEL=26.29 STA= 269. 284. 316. 393. 421. 431. PER Q= .1 9.4 63.2 22.8 2.7 AREA= 2.1 41.8 185.2 66.8 11.9 VEL= .6 2.4 3.7 3.7 2.4 432. 579. .0 1.6 .2 .3 25.2 2.2 .6 .7 1.0 595. *SECNO 80.000 80.00 1081. .15 .006306 3.42 55. 1.34 158. 27.42 1026. 2.35 106. 25.62 0. .00 138. .00 27.50 .08 1.01 .01 26.00 41. 437. 0. 14. 10. 28.00 .070 .100 .040 .000 24.00 261.11 2 14 0 .00 212.84 473.96 FLOW DISTRIBUTION FOR SECNO=80.00 CWSEL=27.42 STA= 261. 319. 477. PER Q= 5.1 94.9 AREA= 40.9 436.6 VEL= 1.3 2.4 12-06-88 14:20:12 PAGE 10 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH *SECNO 90.000 90.00 2.98 28.48 1081. 10. 1071. .16 1.08 2.99 .017295 109. 113. FLOW DISTRIBUTION FOR SECNO= STA= 313. 351. 562 PER Q= .9 99.1 AREA= 9.2 358.4 VEL= 1.1 3.0 *SECNO 100.000 100.00 3.58 30.08 1081. 345. 736. .17 2.43 2.80 .011938 140. 104. FLOW DISTRIBUTION FOR SECNO= STA= 332. 468. 584 PER Q= 32.0 68.0 AREA= 141.9 262.8 VEL= 2.4 2.8 CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL 27.46 .00 0. 9. .00 .070 115. 2 90.00 . 29.02 .00 0. 142. .04 .070 106. 2 100.00 586. .0 ! .1 .0 EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR 28.62 .14 1.1 358. 0. 15 .100 .040 .001 11 0 .01 CWSEL= 28.48 30.19 .11 1.5; 263. 0. 16 .100 .040 .001 15 0 .01 CWSEL= 30.08 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .02 28.00 11. 30.00 25.50 313.01 227.52 540.53 .00 28.00 11. 30.00 26.50 331.81 254.55 586.35 12-06-88 14:20:12 PAGE 11 THIS RUN EXECUTED 12-06-88 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51.52,53,54,55,56 PC-XT VERSION AUGUST 1985 r 1t 1t 1tit "it 1t <f * "It It ** W lilfttit It 1t it It 1r1i iHr 'it 1t ilf ^ 1t it # * * #* ***** *** ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST .ENAME: MARCARIO.HC !Y PRINTOUT TABLE 150 SECNO 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 80.000 90.000 XLCH .00 101.70 108 118 136 98 117 118 103 98 106 96 102 97 101 106 113 .00 .00 .20 .00 .10 .00 .00 .00 .60 .30 .10 .80 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 . •00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELMIN 10.00 11.70 13.50 15.20 16.20 17.50 18.00 18.00 19.80 20.60 20.90 21.00 20.60 21.40 23.80 24.00 25.50 Q 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 1081 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CWSEL 13.00 13.02 14.82 16.41 17.70 18.91 20.48 21.13 21.62 23.06 24.09 24.91 25.41 25.75 26.29 27.42 28.48 CRIWS 11.46 12.80 14.67 16.05 17.36 18.73 20.07 19.89 21.62 22.80 23.19 23.36 22.83 23.77 25.32 25.62 27.46 EG 13.02 13.22 15.05 16.55 17.89 19.23 20.72 21.27 22.21 23.48 24.34 24.99 25.45 25.80 26.47 27.50 28.62 10K*S 5.17 147.67 194.00 89.05 105.62 174.23 96.20 26.05 204.85 82.12 57.39 75.81 29.15 42.98 94.34 63.06 172.95 VCH AREA .01 1.06 1017.31 475. 3.56 303.32 88. 3.88 278.58 77. 3.07 352.40 114. 3.49 309.39 105. 4.56 237.21 81. 3.94 274.46 110. 2.93 369.75 211. 6.41 180.26 75. 2.90 220.06 119. 4.02 269.36 142. 2.33 471.01 124. 1.65 679.30 200. 1.70 593.10 164. .69 -335.34 111. 2.35 477.55 136. 2.99 367.62 82. m m 12-06-88 14:20:12 PAGE 12 im SECNO XLCH ELTRD ELLC ELHIN Q CWSEL CRIWS EG 10K*S VCH AREA .01 •» 100.000 104.00 .00 .00 26.50 1081.00 30.08 29.02 30.19 119.38 2.80 404.74 98. •m 12-06-88 14:20:12 PAGE 13 FILENAME: HARCARIO.HC SUMMARY PRINTOUT TABLE 150 m SECNO 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 80.000 90.000 00.000 Q 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 1081.00 CWSEL DIFUSP DIFWSX 13.00 13.02 14.82 16.41 17.70 18.91 20.48 21.13 21.62 23.06 24.09 24.91 25.41 25.75 26.29 27.42 28.48 30.08 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .02 1.79 1.59 1.29 1.22 1.57 .65 .49 1.44 1.03 .82 .50 .34 .54 1.12 1.07 1.59 .00 221.59 98.00 .00 205.04 117.10 .00 168.20 118.00 .00 152.87 103.00 .00 160.37 98.00 .00 138.91 106.60 .00 245.74 96.30 .00 303.73 102.10 .00 301.43 97.80 .00 253.71 101.00 .00 212.84 106.00 .00 227.52 113.00 .00 254.55 104.00 12-06-88 14:20:12 PAGE 14 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 10.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY m P M 12-06-88 14:20:33 PAGE 1 m THIS RUN EXECUTED 12-06-88 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 ************************************************** IOERR HAS OCCURRED 2016 APPENDIX C HEC-2 Computer Output: Proposed Conditions 'n' = 0.1 * WATER SURFACE PROFILES * * VERSION OF NOVEMBER 1976 * * UPDATED MAY 1984 * * IBM-PC-XT VERSION AUGUST 1985 * * RUN DATE 11-15-88 TIME 08:56:57 ****************************************************** U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 * (916) 440-2105 (FTS) 448-2105 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX m 11-15-88 08:56:57 PAGE HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 J1 ICHECK 0. INQ 2. NINV 0. IDIR STRT 0. .000000 METRIC .00 HVINS .0 THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 10-25-50-100-YEAR STORM T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACCYNFL FINAL 10/11/88 U/ BRIDGE ENCROACHMTS J 10490 0. WSEL FQ 13.000 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 MM NC QT X1 X3 GR GR GR GR GR GR NC X1 X3 GR GR GR GR GR GR XI GR GR GR GR GR .040 4.000 2.000 10.000 50.000 20.000 20.000 10.000 18.000 32.000 .000 3.000 10.000 40.000 16.000 25.700 16.000 12.000 22.000 4.000 30.000 26.000 15.300 16.000 40.000 .040 1081.000 26.000 .000 .000 178.600 263.900 766.900 1016.200 1093.900 .000 29.000 .000 .000 154.700 284.600 366.600 841.400 1048.400 21.000 .000 287.700 448.800 887.800 937.900 .100 890.000 303.700 .000 42.000 14.000 16.000 12.000 20.000 .000 .000 382.000 .000 30.000 14.000 26.000 14.000 14.000 24.000 394.300 24.000 30.000 14.000 20.000 .000 .100 444.000 918.600 263.900 28.300 200 .'600 290,200 890.800 1027.900 .000 .300 906.500 319.200 47.000 177.300 296.200 382.000 906.500 1065.400 887.800 49.700 310.500 620.400 898.100 .000 .300 313.000 .000 .000 40.000 12.000 12.000 13.800 22.000 .000 .500 100.200 .000 26.000 12.000 26.000 12.000 16.000 30.000 98.100 24.000 20.000 13.500 22.000 .000 .000 .000 .000 .000 59.900 212.800 303.700 918.600 1034.100 .000 .000 117.000 .000 71.100 203.800 319.200 649.000 939.400 1131.100 114.000 139.000 337.300 693.400 904.000 .000 .000 .000 .000 .000 38.000 10.000 12.000 14.000 24.000 .000 .000 101.700 .000 20.000 20.000 22.000 12.000 18.000 40.000 108.000 24.000 18.000 14.000 24.000 .000 .000 .000 .000 .000 86.500 228.600 428.000 953.300 1058.500 .000 .000 .000 .000 117.900 218.200 333.400 712.500 980.900 1196.900 .000 234.400 384.100 757.100 915.800 .000 .000 .000 .000 .000 30.000 12.000 12.000 16.000 30.000 .000 .000 .000 .000 18.000 20.000 20.000 11.700 20.000 .000 .000 25.900 16.000 14.000 30.000 .000 .000 .000 .000 .000 139.300 244.300 470.000 989.100 1086.700 .000 .000 .000 .000 136.200 272.200 354.400 799.300 1013.000 .000 .000 268.500 394.300 862.100 921.700 .000 11-15-88 08:56:57 PAGE ET X1 GR GR GR GR ET X1 GR GR GR GR X1 GR GR GR NC X1 GR GR GR GR X1 GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR X1 GR GR GR GR GR .000 5.000 30.000 14.000 20.000 16.000 .000 6.000 40.000 22.000 16.200 40.000 7.000 40.000 18.000 26.000 .000 8.000 40.000 24.000 20.000 30.000 9.000 40.000 24.000 24.700 20.000 10.000 40.000 30.000 22.000 20.000 40.000 20.000 40.000 28.000 24.000 22.000 30.000 50.000 30.000 29.800 20.900 30.000 9.100 19.000 .000 110.800 216.300 701.200 9.100 16.000 .000 106.200 472.000 541.800 13.000 .000 304.700 524.200 .000 17.000 .000 278.100 404.300 628.000 18.000 .000 293.300 388.700 580.300 21.000 .000 202.600 412.800 489.000 617.300 20.000 .000 359.400 570.400 630.100 22.000 .000 161.900 258.300 506.700 675.000 9.100 207.500 22.000 12.300 18.000 18.000 9.100 .000 30.000 20.000 18.000 .000 243.900 30.000 17.500 30.000 .000 377.600 32.000 24.000 19.300 40.000 399.800 38.000 22.000 24.000 30.000 443.400 34.000 28.000 24.000 19.800 .000 587.700 34.000 26.000 25.000 24.000 430.800 40.000 28.000 28.000 22.000 40.000 9.100 720.000 28.200 142.200 225.300 719.800 9.100 481.000 8.700 125.400 480.400 .000 500.100 33.000 376.900 530.900 .100 602.200 132.400 336.900 466.400 642.700 580.300 24.600 318.100 399 .'800 597,100 571.300 96.700 255.400 425.100 520.100 .000 664.000 182.700 411.600 587.700 664.000 562.700 35.500 185.800 280.100 553.600 775.800 9.100 110.300 22.000 14.000 16.000 30.000 9.100 202.000 26.000 18.000 22.000 .000 119.000 24.000 18.000 40.000 .300 133.000 30.000 24.200 18.000 .000 135.000 36.000 21.000 20.000 40.000 121.000 34.000 24.000 25.000 20.000 .000 105.000 32.000 22.000 24.000 26.000 147.000 36.000 26.000 26.000 24.000 .000 .000 118.000 50.600 176.600 416.000 743.400 .000 119.900 17.700 196.000 490.300 .000 91.900 68.100 497.200 554.600 .000 98.500 175.400 346.400 521.400 .000 107.900 64.900 338.200 428.000 619.100 99.200 111.300 321.800 443.400 552.400 .000 94.000 205.300 464.200 599.400 670.300 112.000 50.500 195.100 317.500 562.700 .000 .000 118.000 20.000 18.000 15.200 40.000 .000 136.200 24.100 17.000 24.000 .000 98.000 22.000 20.000 .000 .000 117.100 28.000 24.000 20.000 .000 118.000 30.000 22.000 18.000 .000 103.000 34.000 22.000 24.000 20.000 .000 98.000 30.000 20.600 22.000 30.000 106.600 34.000 26.000 24.000 25.000 .000 .000 .000 74.200 188.200 440.500 769.000 .000 .000 28.900 231.000 501.800 .000 .000 177.900 500.100 .000 .000 .000 222.600 364.000 602.200 .000 .000 182.100 361.900 530.600 .000 .000 123.500 337.300 456.500 571.300 .000 .000 230.000 508.400 604.800 693.500 .000 92.500 217.000 430.800 580.000 .000 207.500 .000 16.000 20.000 15.200 .000 .000 .000 24.000 16.400 30.000 .000 .000 20.000 24.000 .000 .000 .000 26.000 22.000 28.000 .000 .000 28.000 24.000 18.000 .000 .000 32.000 20.600 22.000 30.000 .000 .000 28.000 22.000 21.500 40.000 .000 32.000 28.000 22.000 26.000 .000 720.000 .000 90.100 199.100 639.500 .000 481.000 .000 69.200 353.400 513.800 .000 .000 243.900 509.000 .000 .000 .000 258.000 377.600 613.200 .000 .000 224.900 372.500 568.900 .000 .000 141.600 373.900 474.100 593.100 .000 .000 296.200 557.500 617.100 741.400 .000 131.400 222.900 473.200 634.200 .000 11-15-88 08:56:57 PAGE NC X1 GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR GR GR X1 GR GR GR GR GR xl GR GR GR GR GR XI GR GR GR GR GR GR X1 GR GR GR GR EJ .070 40.000 50.000 26.000 26.000 24.000 50.000 60.000 26.000 29.800 20.600 28.000 60.000 60.000 28.000 26.000 24.000 25.700 40.000 70.000 60.000 26.000 28.000 26.700 30.000 80.000 60.000 28.000 24.000 32.000 58.000 90.000 60.000 30.000 26.000 32.000 46.000 56.000 100.000 60.000 32.000 30.000 46.000 .000 .040 20.000 .000 314.600 387.500 604.900 25.000 .000 232.600 366.800 521.100 694.300 28.000 .000 248.100 433.200 500.700 653.600 820.200 25.000 .000 283.700 443.400 522.700 701.400 22.000 .000 176.000 456.800 636.000 815.800 27.000 .000 193.100 505.300 631.800 833.400 985.100 20.000 .000 215.300 583.900 830.600 .000 .100 422.700 40.000 26.000 24.000 26.000 405.200 50.000 24.000 28.000 22.000 30.000 492.800 50.000 26.000 28.000 22.000 26.000 50.000 463.000 50.000 24.000 29.800 26.000 38.000 319.000 50.000 27.800 26.000 34.000 60.000 351.200 60.000 28.000 25.500 34.000 48.000 60.000 468.000 50.000 30.000 32.000 48.000 .000 .000 604.900 62.700 325.400 422.700 709.200 598.400 49.800 260.100 385.600 546.500 711.400 653.600 37.700 298.200 441.900 514.100 712.800 858.400 579.400 45.900 316.000 463.000 532.800 717.800 476.SOO 30.500 245.300 467.100 660.700 825.000 562.300 61.300 351.200 510.300 670.100 867.700 1033.800 583.900 41.000 336.500 647.200 843.700 .000 .000 115.500 32.000 28.000 22.000 30.000 95.300 40.000 24.000 26.000 24.000 40.000 104.400 40.000 24.000 29.800 21.400 30.000 60.000 104.000 40.000 23.800 28.000 25.800 40.000 158.000 40.000 26.000 28.000 40.000 .000 108.500 50.000 26.000 26.000 36.000 50.000 .000 140.000 40.000 28.000 34.000 50.000 .000 .000 96.700 126.300 336.100 535.100 746.000 105.800 79.400 316.500 397.100 555.600 778.700 97.100 104.200 310.500 463.100 548.500 749.700 881.400 102.000 94.700 393.400 480.800 556.900 748.400 138.000 78.800 319.000 476.800 684.300 .000 115.000 128.000 434.800 515.800 701.100 888.400 .000 106.000 147.400 468.000 696.700 870.000 .000 .000 96.300 30.000 29.800 21.000 40.000 102.100 30.000 26.000 24.000 25.200 50.000 97.800 32.000 23.800 28.000 22.000 32.000 .000 101.000 30.000 24.000 26.000 26.000 50.000 106.000 36.000 24.000 28.000 50.000 .000 113.000 40.000 25.800 28.000 40.000 52.000 .000 104.000 38.000 26.500 36.000 52.000 .000 .000 .000 217.800 357.200 560.400 811.900 .000 142.400 337.400 405.200 598.400 818.500 .000 150.600 359.000 480.200 572.800 779.700 .000 .000 127.900 421.300 492.700 579.400 778.700 .000 103.100 382.500 525.200 731.000 .000 .000 162.000 450.000 533.600 747.000 912.100 .000 .000 164.900 537.100 719.700 885.300 .000 .000 .000 28.000 28.000 22.000 50.000 .000 28.000 28.000 22.000 26.000 60.000 .000 30.000 24.000 26.000 24.000 36.000 .000 .000 28.000 26.000 26.000 28.000 60.000 .000 30.000 24.000 30.000 56.000 .000 .000 36.000 26.000 30.000 44.000 54.000 .000 .000 36.000 28.000 40.000 60.000 .000 .000 .000 281.200 373.100 597.700 858.100 .000 209.000 348.500 444.500 653.300 843.200 .000 190.600 419.700 492.800 582.400 810.300 .000 .000 186.600 430.500 510.700 683.500 799.200 .000 123.500 432.900 575.900 762.300 .000 .000 170.200 460.600 562.300 809.400 971.700 .000 .000 185.400 546.800 758.200 998.000 .000 11-15-88 08:56:57 PAGE SECNO DEPTH CUSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS USELK QROB ALOB VROB XNL XLOBR EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIGHT XNCH XNR WTN ELMIN SSTA I TRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONSm m CCHV= .100 *SECNO 2.000 CEHV= .300 3470 ENCROACHMENT •••HOT m m •M m PI 3495 OVERBANK 2.00 1081. .00 .002549 CCHV= .300 *SECNO 3.000 AREA 3.00 2. 1.15 0. STATIONS= ASSUMED 13.00 1079. 1.06 0. 263.9 NON-EFFECTIVE 11.46 0. .00 0. 1093.9 ,ELLEA= 13.00 2. .040 0 TYPE= 13.02 1016. .100 10 1 TARGET= 12.00 ELREA= .02 0. .040 0 .00 0. 000 .00 -263.900 13.80 .00 0. 10.00 605.92 12.00 13.80 300.33 906.24 CEHV= .500 3470 ENCROACHMENT m 9m ^ _ • ^ «• - 3495 OVERBANK 3.00 1081. .01 .017720 *SECNO 4.000 4.00 1081. .03 .016895 *SECNO 5.000 AREA 1.82 0. .00 100. 1.89 0. .00 98. STATIONS= ASSUMED 13.52 1081. 2.15 102. 15.39 1081. 2.13 108. 3470 ENCROACHMENT STATIONS= IM "" Ml 5.00 1081. .04 .011556 1.83 0. .00 110. 17.03 1081. 1.98 118. 319.2 NON-EFFECTIVE 12.80 0. .00 117. 14.67 0. .00 114. 207.5 16.09 0. .00 118. 1196.9 ,ELLEA= .do 0. .040 2 .00 0. .040 3 720.0 .00 0. .040 3 TYPE= 13.59 503. .100 22 15.46 507. .100 14 TYPE= 17.10 545. .100 14 1 TARGET= 14.00 ELREA= .07 0. .040 0 .07 1 0. .040 0 1 TARGET= .06 1 0. .040 0 .55 2. 000 .00 .87 3. 000 .00 .63 4. 000 .00 -319.200 14.00 .03 1. 11.70 444.66 .00 2. 13.50 437.63 512.500 .00 3. 15.20 393.48 14.00 14.00 446.19 890.85 16.00 16.00 442.26 879.89 20.00 100000.00 317.34 710.82 11-15-88 08:56:57 PAGE wm •" mm mm SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE' LEFT/RIGHT SSTA ENDST •SECNO 6.000 DM *" -** M m m 6.00 1081. .06 .004595 •SECNO 7.000 7.00 1081. .06 .079992 1.68 0. .00 202. 1.43 0. .00 119. m CCHV= .100 CEHV=m m m tm mm mm mm - •SECNO 8.000 8.00 1081. .08 .008356 •SECNO 9.000 3265 DIVIDED 9.00 1081. .09 .003840 3.42 0. .00 133. FLOW 4.08 41. 1.61 135. 17.88 0. .00 136. 18.93 1081. 4.45 98. .300 21.42 1078. 2.28 117. 22.08 1032. 1.97 118. 17.35 .00 1081. 0. 3.07 .040 120. 4 18.73 .00 0. 0. .00 .040 92. 2 20.07 .00 3. 0. 2.35 .040 99. 4 19.89 .00 8. 26. 2.14 .040 108. 4 18.02 0. .100 14 19.24 243. .100 19 21.50 472. .100 14 22.14 524. .100 11 .15 .89 352. 6. .040 .000 0 .00 .31 1.14 0. 6. .040 .000 0 .00 .08 2.23 1. 7. .040 .000 0 .00 .06 .65 4. 9. .040 .000 0 .00 .04 4. 16.20 279.65 .08 5. 17.50 222.39 .02 6. 18.00 218.88 .00 6. 18.00 215.84 40.00 90.00 200.19 479.84 20.00 20.00 276.17 498.56 22.00 20.00 385.27 604.16 24.00 20.00 317.03 583.81 "" *SECNO 10.000 mm mm 3265 DIVIDED 10.00 1081. .10 .009116 FLOW 2.81 424. 4.18 121. 22.61 628. 2.54 103. 21.58 .00 29. 101. 3.97 .040 99. 2 22.78 247. .100 14 .17 .60 7. 10. .040 .000 0 .00 .03 7. 19.80 192.23 25.00 20.00 332.58 576.99 11-15-88 08:56:57 PAGE SEGNO Q TIME SLOPE *SECNO 20 DEPTH QLOB VLOB XLOBL .000 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR USELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WIN ITRIAL IDC ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE< LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOU 20.00 1081. .11 .007331 *SECNO 30 30.00 1081. .12 .011397 *SECNO 40 40.00 1081. .13 .003817 *SECNO 50 2.73 1003. 4.87 105. .000 3.79 26. 1.94 147. .000 4.37 17. 1.02 116. .000 23.33 78. 1.36 98. 24.69 1047. 3.02 107. 25.37 977. 1.86 96. 22.85 0. .00 94. 23.19 8. 1.94 112. 23.36 87. 1.78 97. .00 23.67 .34 .84 206. 57. 0. 11. .040 .100 .040 .000 2 15 0 .00 .00 24.83 .14 1.14 13. 347. 4. 11. .040 .100 .040 .000 2 15 0 .00 .00 25.43 .05 .59 17. 526. 49. 13. .070 .100 .040 .000 2 14 0 .00 .05 7. 20.60 170.62 .02 8. 20.90 182.60 .01 8. 21.00 277.74 25.00 24.00 446.77 652.56 24.00 24.00 391.96 574.56 24.00 24.00 398.59 676.33 3265 DIVIDED FLOW 50.00 1081. .15 .002070 *SECNO 60 5.08 162. 1.21 95. .000 25.68 914. 1.47 102. 22.83 5. .65 106. .00 25.71 .03 .28 134. 621. 8. 14. .070 .100 .040 .000 2 8 0 .00 .00 9. 20.60 329.25 24.00 25.20 237.11 630.81 3265 DIVIDED FLOW 60.00 1081. .17 .003276 4.52 458. 1.87 104. 25.92 621. 1.56 98. 24.17 2. .49 97. .00 25.97 .04 .26 245. 399. 5. 16. .070 .100 .040 .000 2 15 0 .00 .00 10. 21.40 338.62 26.00 25.70 298.67 697.71 11-15-88 08:56:57 PAGE SECNO 0 TIME SLOPE *SECNO 70. DEPTH QLOB VLOB XLOBL 000 CUSEL QCH VCH XLCH CRIWS QROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR UTN ICONT CORAR OLOSS TWA ELMIN TOPWIO BANK ELE' LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 70.00 1081. .18 .008515 *SECNO 80. 80.00 1081. .19 .006323 *SECNO 90. 90.00 1081. .21 .017284 *SECNO 100 100.00 1081. .22 .011937 2.55 1056. 3.32 104. 000 3.41 55. 1.34 158. 000 2.98 10. 1.08 109. .000 3.58 345. 2.43 140. 26.35 21. .72 101. 27.41 1026. 2.35 106. 28.48 1071. 2.99 113. 30.08 736. 2.80 104. 25.33 3. 1.08 102. 25.62 0. .00 138. 27.46 0. .00 115. 29.02 0. .04 106. .00 318. .070 2 .00 41. .070 2 .00 9. .070 2 .00 142. .070 2 26.52 30. .100 17 27.50 436. .100 14 28.62 358. .100 11 30.19 263. .100 15 .17 .51 3. 17. .040 .000 0 .00 .08 .97 0. 18. .040 .000 0 .00 .14 1.11 0. 19. .040 .000 0 .00 .11 1.57 0. 20. .040 .000 0 .00 .04 10. 23.80 262.36 .01 11. 24.00 212.75 .02 12. 25.50 227.55 .00 12. 26.50 254.55 29.80 26.00 266.59 597.75 26.00 28.00 261.20 473.95 28.00 30.00 312.98 540.54 28.00 30.00 331.80 586.35 11-15-88 08:56:57 PAGE 8 m HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 50-YEAR STORM J# 10490 M T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARIOB.YRO 8/30/88 W/ BRIDGE ENCROACHMTS J1 I CHECK INQ J2 NPROF 3. I PLOT NINV 0. PRFVS IDIR STRT 0. .000000 XSECV XSECH METRIC HVINS Q WSEL FQ .00 .0 0. 12.600 .000 FN ALLDC IBW CHNIM ITRACE 2.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 11-15-88 08:56:57 PAGE SECNO DEPTH CWSEL Q OLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WIN CORAR OLOSS SANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 2 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= 1 TARGET* -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 12.00 ELREA= 13.80 2.00 890. .00 004190 2.60 1. 1.05 0. 12.60 889. 1.15 0. 11.34 0. .00 0. 12.60 1. .040 0 12.62 776. .100 10 .02 0. .040 0 .00 0. .000 .00 .00 0. 10.00 598.39 12.00 13.80 301.68 900.07 CCHV= .300 CEHV= *SECNO 3.000 .500 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 14.00 ELREA= 14.00 3.00 890. .01 .018255 •SECNO 4.000 4.00 890. .03 .016738 *SECNO 5.000 1.66 0. .00 100. 1.75 0. .00 98. 13.36 890. 2.06 102. 15.25 890. 2.00 108. 3470 ENCROACHMENT STATIONS= 5.00 890. .05 .011262 1.66 0. .00 110. 16.86 890. 1.86 118. 12.70 0. .00 117. 14.58 0. .00 114. 207.5 15.99 0. .00 118. .00 0. .040 2 .00 0. .040 3 720.0 17.03 0. .040 3 13.42 433. .100 18 15.31 446. .100 14 TYPE = 16.92 480. .100 14 .07 0. .040 0 .06 0. .040 0 1 It .05 0. .040 0 .78 .02 14.00 1. 1. 14.00 .000 11.70 468.00 .00 417.53 885.53 1.89 .00 16.00 3. 2. 16.00 .000 13.50 456.50 .00 421.55 878.06 TARGET= 512.500 1.60 .00 20.00 4. 3. 100000.00 .000 15.20 333.49 .00 375.76 709.25 11-15-88 08:56:57 PAGE 10 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL •SECNO 6.000 6.00 1.52 890. 0. .06 .00 .004718 202. *SECNO 7.000 7.00 1.31 890. 0. .07 .00 .079427 119. CCHV= .100 CEHV= 'SECNO 8.000 8.00 3.20 890. 0. .08 .00 .008061 133. *SECNO 9.000 3265 DIVIDED FLOW 9.00 3.82 890. 18. .10 1.23 .003560 135. *SECNO 10.000 3265 DIVIDED FLOW 10.00 2.55 890. 308. .11 3.84 .010172 121. CWSEL QCH VCH XLCH 17.72 0. .00 136. 18.81 890. 4.14 98. .300 21.20 888. 2.10 117. 21.82 866. 1.80 118. 22.35 558. 2.53 103. CRIWS QROB VROB XLOBR 17.25 890. 2.89 120. 18.61 0. .00 92. 19.95 2. 2.05 99. 19.71 5. 1.88 108. 21.41 24. 3.92 99. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 17.88 17.85 0. 0. .040 .100 4 14 18.93 19.07 0. 215. .040 .100 2 19 21.42 21.26 0. 423. .040 .100 5 14 22.08 21.87 15. 480. .040 .100 4 11 22.61 22.50 80. 220. .040 .100 2 18 HV HL AROB VOL XNR WTN ICONT CORAR .13 .89 308. 5. .040 .000 0 .00 .27 1.16 0. 5. .040 .000 0 .00 .07 2.17 1. 6. .040 .000 0 .00 .05 .61 3. 8. .040 .000 0 .00 .15 .60 6. 9. .040 .000 0 .00 OLOSS TWA ELMIN TOPWID .04 4. 16.20 273.33 .07 5. 17.50 218.36 .02 5. 18.00 215.49 .00 6. 18.00 204.36 .03 6. 19.80 185.79 BANK ELE' LEFT/RIGHT SSTA ENDST 40.00 90.00 205.76 479.10 20.00 20.00 280.01 498.38 22.00 20.00 388.35 603.84 24.00 20.00 321.62 583.37 25.00 20.00 334.58 576.43 11-15-88 08:56:57 PAGE 11 SECNO 0 TIME SLOPE *SECNO 20 DEPTH OLOB VLOB XLOBL .000 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR OLOSS TWA ELM1N TOPWID BANK ELE< LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 20.00 890. .12 .007319 *SECNO 30 30.00 890. .13 .011121 *SECNO 40 40.00 890. .14 .003811 •SECNO 50 2.52 831. 4.56 105. .000 3.54 8. 1.43 147. .000 4.11 9. .88 116. .000 23.12 59. 1.26 98. 24.44 880. 2.79 107. 25.11 831. 1.74 96. 22.67 0. .00 94. 22.99 2. 1.43 112. 23.18 49. 1.54 97. 23.33 23.42 .30 .88 182. 47. 0. 9. .040 .100 .040 .000 2 15 0 .00 24.69 24.56 .12 1.12 6. 315. 2. 10. .040 .100 .040 .000 2 15 0 .00 25.37 25.16 .05 .59 11. 477. 32. 11. .070 .100 .040 .000 2 14 0 .00 • ..05 7. 20.60 162.56 .02 7. 20.90 164.57 .01 8. 21.00 259.27 25.00 24.00 449.47 649.08 24.00 24.00 405.77 570.34 24.00 24.00 403.25 662.52 3265 DIVIDED FLOW 50.00 890. .16 .002003 *SECNO 60 4.80 114. 1.07 95. .000 25.40 775. 1.36 102. 22.63 0. .36 106. 25.68 25.43 .03 .27 107. 568. 1. 12. .070 .100 .040 .000 2 8 0 .00 .00 8. 20.60 302.76 24.00 25.20 240.87 612.05 3265 DIVIDED FLOW 60.00 890. .18 .003390 4.25 362. 1.74 104. 25.65 528. 1.49 98. 23.56 0. .00 97. 25.92 25.69 .04 .25 209. 355. 0. 14. .070 .100 .040 .000 2 15 0 .00 .00 9. 21.40 287.85 26.00 25.70 300.35 651.54 11-15-88 08:56:57 PAGE 12 SECNO Q TIME SLOPE *SECNO 70. DEPTH QLOB VLOB XLOBL 000 CUSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE' LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 70.00 890. .19 .008896 *SECNO 80. 80.00 890. .21 .006002 *SECNO 90. 90.00 890. .22 .018810 *SECNO 100 100.00 890. .23 .011869 2.30 885. 3.18 104. 000 3.16 31. 1.14 158. 000 2.73 1. .68 109. .000 3.37 255. 2.21 140. 26.10 5. .43 101. 27.16 859. 2.16 106. 28.23 889. 2.87 113. 29.87 635. 2.66 104. 25.16 0. .49 102. 25.44 0. .00 138. 27.30 0. .00 115. 28.84 0. .00 106. 26.35 278. .070 2 27.41 27. .070 2 28.48 2. .070 2 30.08 115. .070 2 26.26 12. .100 17 27.23 397. .100 14 28.35 310. .100 11 29.97 239. .100 15 .16 .53 0. 15. .040 .000 0 .00 .07 .96 0. 16. .040 .000 0 .00 .13 1.11 0. 17. .040 .000 0 .00 .10 1.61 0. 18. .040 .000 0 .00 .04 10. 23.80 226.48 .01 10. 24.00 201.05 .02 11. 25.50 203.40 .00 11. 26.50 236.57 29.80 26.00 278.64 584.83 26.00 28.00 271.65 472.71 28.00 30.00 333.42 536.83 28.00 30.00 344.95 581.52 11-15-88 08:56:57 PAGE 13 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 ************************************************** THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 25-YEAR STORM J# 10490 T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARIOB.YRO 8/30/88 W/ BRIDGE ENCROACHMTS J1 I CHECK I NO NINV 0. 4. 0. IDIR STRT METRIC HVINS 0. .000000 .00 .0 USEL 0. 12.000 FQ .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 11-15-88 08:56:57 PAGE SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CUSEL QCH VCH XLCH CRIWS QROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 'PROF 3 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= 1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 12.00 ELREA= 13.80 2.00 444. .00 005042 2.00 0. .00 0. 12.00 444. 1.06 0. 11.02 0. .00 0. 12.00 0. .040 0 12.02 421. .100 7 .02 0. .040 0 .00 0. .000 .00 .00 0. 10.00 420.80 12.00 13.80 303.70 890.80 CCHV= .300 CEHV= •SECNO 3.000 .500 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 14.00 ELREA= 14.00 3.00 444. .02 .019671 *SECNO 4.000 4.00 444. .04 .016156 *SECNO 5.000 1.19 0. .00 100. 1.32 0. .00 98. 12.89 444. 1.73 102. 14.82 444. 1.59 108. 3470 ENCROACHMENT STATIONS= 5.00 444. .06 .010655 1.16 0. .00 110. 16.36 444. 1.47 118. 12.43 0. .00 117. 14.32 0. .00 114. 207.5 15.71 0. .00 118. .do 0. .040 2 .00 0. .040 3 720.0 17.03 0. .040 4 12.94 257. .100 22 14.86 279. .100 19 TYPE= 16.39 302. .100 18 .05 0. .040 0 .04 0. .040 0 .90 1. .000 .00 1.92 1. .000 .00 1 TARGET= .03 0. .040 0 1.53 2. .000 .00 .01 1. 11.70 340.51 .00 2. 13.50 359.49 512.500 .00 3. 15.20 322.61 14.00 14.00 529.92 870.43 16.00 16.00 513.06 872.55 20.00 100000.00 381.92 704.52 11-15-88 08:56:57 PAGE 15 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 6.000 6.00 1.07 444. 0. .07 .00 .005292 202. *SECNO 7.000 7.00 .98 444. 0. .08 .00 .073159 119. CCHV= .100 CEHV= *SECNO 8.000 8.00 2.54 444. 0. .10 .00 .007086 133. *SECNO 9.000 3265 DIVIDED FLOW 9.00 3.02 444. 0. .13 .02 .002545 135. *SECNO 10.000 3265 DIVIDED FLOW 10.00 1.72 444. 69. .14 2.97 .017817 121. CWSEL QCH VCH XLCH 17.27 0. .00 136. 18.48 444. 3.12 98. .300 20.54 444. 1.56 117. 21.02 443. 1.27 118. 21.52 365. 2.60 103. CRIWS QROB VROB XLOBR 16.97 444. 2.34 120. 18.30 0. .00 92. 19.49 0. 1.13 99. 19.19 1. 1.08 108. 20.90 10. 3.89 99. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 17.88 17.35 0. 0. .040 .100 4 14 18.93 18.63 0. 142. .040 .100 1 19 21.42 20.57 0. 285. .040 .100 6 14 22.08 21.04 0. 350. .040 .100 4 14 22.61 21.63 23. 141. .040 .100 1 18 HV HL AROB VOL XNR WTN ICONT CORAR .08 .93 190. 3. .040 .000 0 .00 .15 1.25 0. 3. .040 .000 0 .00 .04 1.93 0. 4. .040 .000 0 .00 .02 .47 1. 5. .040 .000 0 .00 .11 .56 3. 5. .040 .000 0 .00 OLOSS TWA ELMIN TOPWID .03 4. 16.20 255.62 .03 4. 17.50 207.48 .01 5. 18.00 205.81 .00 5. 18.00 162.28 .03 5. 19.80 146.95 BANK ELE' LEFT/RIGHT SSTA ENDST 40.00 90.00 221.39 477.01 20.00 20.00 290.40 497.88 22.00 20.00 397.13 602.94 24.00 20.00 337.72 582.02 25.00 20.00 349.68 574.63 11-15-88 08:56:57 PAGE 16 SECNO Q TIME SLOPE *SECNO 20 DEPTH QLOB VLOB XLOBL .000 CWSEL QCH VCH XLCH CRIWS USELK QROB ALOB VROB XNL XLOBR ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE' LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 20.00 444. .15 .007026 *SECNO 30 30.00 444. .16 .009174 *SECNO 40 40.00 444. .18 .003884 *SECNO 50 1.95 423. 3.55 105. .000 2.78 0. .00 147. .000 3.27 0. .35 116. .000 22.55 21. .92 98. 23.68 444. 2.06 107. 24.27 443. 1.36 96. 22.18 23.33 0. 119. .00 .040 94. 2 22.44 24.69 0. 0. .00 .040 112. 2 22.65 25.37 1. 1. .61 .070 97. 2 22.73 23. .100 15 23.75 216. .100 15 24.30 325. .100 14 .19 1.08 0. 6. .040 .000 0 .00 .07 1.01 0. 6. .040 .000 0 .00 .03 .55 2. 7. .040 .000 0 .00 .02 6. 20.60 140.02 .01 6. 20.90 123.66 .00 7. 21.00 201.00 25.00 24.00 457.02 639.35 24.00 24.00 437.59 561.24 24.00 24.00 417.96 618.95 3265 DIVIDED FLOW 50.00 444. .21 .001547 *SECNO 60 3.92 17. .52 95. .000 24.52 427. 1.05 102. 22.13 25.68 0. 33. .00 .070 106. 2 24.54 407. .100 14 .02 .24 0. 8. .040 .000 0 .00 .00 7. 20.60 240.10 24.00 25.20 252.94 574.18 3265 DIVIDED FLOW 60.00 444. .23 .003779 3.34 110. 1.15 104. 24.74 334. 1.45 98. 22.89 25.92 0. 96. .00 .070 97. 2 24.77 231. .100 18 .03 .23 0. 9. .040 .000 0 .00 .00 8. 21.40 234.53 26.00 25.70 305.93 613.51 11-15-88 08:56:57 PAGE 17 SEGNO Q TIME SLOPE *SECNO 70. 70.00 444. .24 .011079 *SECNO 80. 80.00 444. .26 .005222 *SECNO 90. 90.00 444. .28 .025569 •SEGNO 100 100.00 444. .29 .011195 DEPTH QLOB VLOB XLOBL 000 1.51 444. 2.68 104. 000 2.35 1. .48 158. 000 1.93 0. .00 109. .000 2.70 76. 1.60 140. CWSEL OCH VCH XLCH 25.31 0. .00 101. 26.35 443. 1.61 106. 27.43 444. 2.57 113. 29.20 368. 2.20 104. CRIUS QROB VROB XLOBR 24.70 0. .00 102. 24.95 0. .00 138. 26.84 0. .00 115. 28.28 0. .00 106. USELK ALOB XNL ITRIAL 26.35 166. .070 2 27.41 3. .070 1 28.48 0. .070 2 30.08 4a. .070 2 EG ACH XNCH IDC 25.42 0. .100 14 26.39 275. .100 14 27.53 173. .100 11 29.27 167. .100 11 HV AROB XNR ICONT .11 0. .040 0 .04 0. .040 0 .10 0. .040 0 .07 0. .040 0 HL VOL UTN CORAR .62 9. .000 .00 .97 10. .000 .00 1.12 10. .000 .00 1.74 11. .000 .00 OLOSS TWA ELMIN TOPWID .02 8. 23.80 132.37 .01 8. 24.00 164.34 .02 9. 25.50 153.47 .00 9. 26.50 180.25 BANK ELE' LEFT/RIGHT SSTA ENDST 29.80 26.00 294.93 427.30 26.00 28.00 304.48 468.82 28.00 30.00 375.05 528.52 28.00 30.00 388.87 569.12 11-15-88 08:56:57 PAGE 18 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 THIS RUN EXECUTED 11-15-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 10-YEAR STORM J# 10490 T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARIOB.YRO 8/30/88 W/ BRIDGE ENCROACHMTS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0. 5. 0. 0. .000000 .00 .0 0. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW WSEL 11.800 CHNIM FQ .000 I TRACE 15.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 11-15-88 08:56:57 PAGE 19 SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR I TRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 4 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 2.000 .300 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= 1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 12.00 ELREA= 13.80 2.00 313. .00 004395 1.80 0. .00 0. 11.80 313. .92 b. 10.89 0. .00 0. 11.80 0. .040 0 11.81 341. .100 10 .01 0. .040 0 .00 0. .000 .00 .00 0. 10.00 378.72 12.00 13.80 499.69 878.41 CCHV= .300 CEHV= *SECNO 3.000 .500 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 14.00 ELREA= 14.00 3.00 313. .02 .024825 *SECNO 4.000 4.00 313. .04 .014137 *SECNO 5.000 .97 0. .00 100. 1.17 0. .00 98. 12.67 313. 1.69 102. 14.67 313. 1.36 108. 3470 ENCROACHMENT STATIONS= 5.00 313. .06 .011036 .94 0. .00 110. 16.14 313. 1.33 118. 12.32 0. .00 117. 14.23 0. .00 114. 207.5 15.61 0. .00 118. .do 0. .040 2 .00 0. .040 4 720.0 17.03 0. .040 4 12.71 186. .100 22 14.70 230. .100 19 TYPE= 16.17 236. .100 22 .04 0. .040 0 .03 0. .040 0 1 T; .03 0. .040 0 .89 .02 14.00 1. 1. 14.00 .000 11.70 559.50 .00 303.72 863.22 1.98 .00 16.00 1. 2. 16.00 .000 13.50 531.53 .00 339.22 870.75 TARGET= 512.500 1.47 .00 20.00 2. 2. 100000.00 .000 15.20 402.33 .00 300.20 702.53 11-15-88 08:56:57 PAGE 20 SECNO 0 TIME SLOPE *SECNO 6. 6.00 313. .08 .005664 •SECNO 7. 7.00 313. .09 .062949 CCHV= *SECNO 8. 8.00 313. .11 .006920 'SECNO 9. 9.00 313. .15 .002093 *SECNO 10 DEPTH QLOB VLOB XLOBL 000 .91 0. .00 202. 000 .86 0. .00 119. .100 CEHV= 000 2.28 0. .00 133. 000 2.70 0. .00 135. .000 CWSEL QCH VCH XLCH 17.11 0. .00 136. 18.36 313. 2.61 98. .300 20.28 313. 1.35 117. 20.70 313. 1.04 118. CRIWS QROB VROB XLOBR 16.85 313. 2.11 120. 18.18 0. .00 92. 19.28 0. .03 99. 18.99 0. .77 108. WSELK ALOB XNL ITRIAL 17.88 0. .040 4 18.93 0. .040 2 21.42 0. .040 5 22.08 q*. .040 4 EG HV ACH AROB XNCH XNR IDC ICONT 17.18 .07 0. 148. .100 .040 19 0 18.47 .11 120. 0. .100 .040 19 0 20.30 .03 231. 0. .100 .040 14 0 20.72 .02 300. 0. .100 .040 14 0 HL VOL UTN CORAR .98 2. .000 .00 1.27 3. .000 .00 1.83 3. .000 .00 .41 4. .000 .00 OLOSS TWA ELMIN TOPWID .02 3. 16.20 249.04 .02 4. 17.50 204.01 .01 4. 18.00 201.91 .00 5. 18.00 158.45 BANK ELE' LEFT/RIGHT SSTA ENDST 40.00 90.00 227.20 476.24 20.00 20.00 293.71 497.72 22.00 20.00 400.67 602.57 24.00 20.00 423.03 581.48 3265 DIVIDED FLOW 10.00 313. .16 .026176 1.36 22. 2.57 121. 21.16 286. 2.67 103. 20.69 6. 3.92 99. 22.61 8. .040 2 21.27 .11 107. 1. .100 .040 17 0 .53 4. .000 .00 .03 5. 19.80 123.64 25.00 20.00 359.27 573.83 •SECNO 20.000 3265 DIVIDED FLOW 11-15-88 08:56:57 PAGE 21 SECNO 0 TIME SLOPE 20.00 313. .17 .006629 *SECNO 30. 30.00 313. .19 .008057 *SECNO 40. 40.00 313. .21 .003949 *SECNO 50. DEPTH QLOB VLOB XLOBL 1.73 301. 3.07 105. ,000 2.45 0. .00 147. 000 2.91 0. .00 116. 000 CUSEL QCH VCH XLCH 22.33 12. .76 98. 23.35 313. 1.77 107. 23.91 313. 1.21 96. CRIUS QROB VROB XLOBR 22.00 0. .00 94. 22.23 0. .00 112. 22.43 0. .00 97. USELK ALOB XNL ITRIAL 23.33 98. .040 3 24.69 0. .040 3 25.37 0. .070 2 EG HV ACH AROB XNCH XNR IDC ICONT 22.47 .14 16. 0. .100 .040 8 0 23.40 .05 177. 0. .100 .040 19 0 23.93 .02 260. 0. .100 .040 14 0 HL VOL WIN CORAR 1.19 5. .000 .00 .92 5. .000 .00 .53 5. .000 .00 OLOSS TUA ELMIN TOPWID .01 5. 20.60 131.83 .01 6. 20.90 115.27 .00 6. 21.00 176.71 BANK ELE' LEFT/RIGHT SSTA ENDST 25.00 24.00 459.77 635.82 24.00 24.00 444.49 559.76 24.00 24.00 427.86 604.57 3265 DIVIDED FLOW 50.00 313. .24 .001294 *SECNO 60. 3.53 1. .19 95. 000 24.13 312. .91 102. 21.95 0. .00 106. 25.6'8 7. .070 2 24.14 .01 343. 0. .100 .040 14 0 .21 6. .000 .00 .00 7. 20.60 215.03 24.00 25.20 258.33 560.19 3265 DIVIDED FLOW 60.00 313. .26 .004120 *SECNO 70. 70.00 313. .27 .013558 2.93 36. .77 104. 000 1.18 313. 2.52 104. 24.33 277. 1.48 98. 24.98 0. .00 101. 22.65 0. .00 97. 24.54 0. .00 102. 25.92 47. .070 2 26.35 124. .070 2 24.36 .03 187. 0. .100 .040 22 0 25.08 .10 0. 0. .100 .040 11 0 .21 7. .000 .00 .70 7. .000 .00 .01 7. 21.40 210.14 .02 7. 23.80 125.71 26.00 25.70 308.49 596.12 29.80 26.00 300.11 425.83 11-15-88 08:56:57 PAGE 22 SECNO 0 TIME SLOPE DEPTH QLOB VLOB XLOBL CUSEL OCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WIN COR, OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *SECNO 80.000 80.00 2.05 26.05 313. 0. 313. .30 .01 1.36 .004723 158. 106. 24.76 27.41 26.08 .03 .99 0. 0. 229. 0. 8. .00 .070 .100 .040 .000 138. 2 14 0 .00 .01 26.00 8. 28.00 24.00 317.07 150.26 467.33 *SECNO 90.000 90.00 1.61 313. 0. .31 .00 .031662 109. 27.11 313. 2.49 113. 26.67 0. .00 115. 28.48 0. .070 1 27.21 126. .100 11 .10 0. .040 0 1.11 8. .000 .00 .02 8. 25.50 136.98 28.00 30.00 388.65 525.63 'SECNO 100.000 100.00 2.43 313. 38. .33 1.30 .010320 140. 28.93 28.03 30.08 28.99 .05 1.78 .00 28.00 275. 0. 29. 141. 0. 9. 9. 30.00 1.95 .00 .070 .100 .040 .000 26.50 406.25 104. 106. 3 11 0 .00 157.97 564.22 m 11-15-88 08:56:57 PAGE 23 THIS RUN EXECUTED 11-15-£ HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01.02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ENAME: MACCYNFL FINAL 1 SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S VCH AREA .01 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 10.00 10.00 10.00 10.00 11.70 11.70 11.70 11.70 13.50 13.50 13.50 13.50 15.20 15.20 15.20 15.20 16.20 16.20 16.20 16.20 17.50 17.50 17.50 17.50 18.00 18.00 18.00 18.00 1081.00 890.00 444 . 00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.52 13.36 12.89 12.67 15.39 15.25 14.82 14.67 17.03 16.86 16.36 16.14 17.88 17.72 17.27 17.11 18.93 18.81 18.48 18.36 21.42 21.20 20.54 20.28 11.46 11.34 11.02 10.89 12.80 12.70 12.43 12.32 14.67 14.58 14.32 14.23 16.09 15.99 15.71 15.61 17.35 17.25 16.97 16.85 18.73 18.61 18.30 18.18 20.07 19.95 19.49 19.28 13.02 12.62 12.02 11.81 13.59 13.42 12.94 12.71 15.46 15.31 14.86 14.70 17.10 16.92 16.39 16.17 18.02 17.85 17.35 17.18 19.24 19.07 18.63 18.47 21.50 21.26 20.57 20.30 25.49 41.90 50.42 43.95 177.20 182.55 196.71 248.25 168.95 167.38 161.56 141.37 115.56 112.62 106.55 110.36 45.95 47.18 52.92 56.64 799.92 794.27 731.59 629.49 83.56 80.61 70.86 69.20 1.06 1.15 1.06 .92 2.15 2.06 1.73 1.69 2.13 2.00 1.59 1.36 1.98 1.86 1.47 1.33 .00 .00 .00 .00 4.45 4.14 3.12 2.61 2.28 2.10 1.56 1.35 1017.31 776.45 420.80 340.85 503.23 432.81 257.00 185.63 507.25 445.94 278.62 229.73 544.81 479.66 302.30 235.64 352.04 308.00 189.90 148.07 242.80 214.94 142.19 119.78 473.77 423.68 285.15 231.18 214. 137. 62. 47. 81. 65. 31. 19. 83. 68. 34. 26. 100. 83. 43. 29. 159. 129. 61. 41. 38. 31. 16. 12. 118. 99. 52. 37. 11-15-88 08:56:57 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10K*S VCH AREA .01 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 18.00 18.00 18.00 18.00 19.80 19.80 19.80 19.80 20.60 20.60 20.60 20.60 20.90 20.90 20.90 20.90 21.00 21.00 21.00 21.00 20.60 20.60 20.60 20.60 21.40 21.40 21.40 21.40 23.80 23.80 23.80 23.80 24.00 24.00 24.00 24.00 25.50 25.50 25.50 25.50 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 22.08 21.82 21.02 20.70 22.61 22.35 21.52 21.16 23.33 23.12 22.55 22.33 24.69 24.44 23.68 23.35 25.37 25.11 24.27 23.91 25.68 25.40 24.52 24.13 25.92 25.65 24.74 24.33 26.35 26.10 25.31 24.98 27.41 27.16 26.35 26.05 28.48 28.23 27.43 27.11 19.89 19.71 19.19 18.99 21.58 21.41 20.90 20.69 22.85 22.67 22.18 22.00 23.19 22.99 22.44 22.23 23.36 23.18 22.65 22.43 22.83 22.63 22.13 21.95 24.17 23.56 22.89 22.65 25.33 25.16 24.70 24.54 25.62 25.44 24.95 24.76 27.46 27.30 26.84 26.67 22.14 21.87 21.04 20.72 22.78 22.50 21.63 21.27 23.67 23.42 22.73 22.47 24.83 24.56 23.75 23.40 25.43 25.16 24.30 23.93 25.71 25.43 24.54 24.14 25.97 25.69 24.77 24.36 26.52 26.26 25.42 25.08 27.50 27.23 26.39 26.08 28.62 28.35 27.53 27.21 38.40 35.60 25.45 20.93 91.16 101.72 178.17 261.76 73.31 73.19 70.26 66.29 113.97 111.21 91.74 80.57 38.17 38.11 38.84 39.49 20.70 20.03 15.47 12.94 32.76 33.90 37.79 41.20 85.15 88.96 110.79 135.58 63.23 60.02 52.22 47.23 172.84 188.10 255.69 316.62 1.97 1.80 1.27 1.04 2.54 2.53 2.60 2.67 1.36 1.26 .92 .76 3.02 2.79 2.06 1.77 1.86 1.74 1.36 1.21 1.47 1.36 1.05 .91 1.56 1.49 1.45 1.48 .72 .43 .00 .00 2.35 2.16 1.61 1.36 2.99 2.87 2.57 2.49 553.11 497.96 351.12 300.03 355.61 306.73 166.31 116.69 263.28 229.09 142.21 113.86 364.33 322.01 215.62 176.71 591.11 519.98 327.74 259.64 762.67 676.27 440.21 350.95 648.67 564.08 326.95 234.62 350.80 290.13 165.55 124.15 477.10 424.27 277.79 229.45 367.70 311.98 172.77 125.54 174. 149. 88. 68. 113. 88. 33. 19. 126. 104. 52. 38. 101. 84. 46. 34. 174. 144. 71. 49. 237. 198. 112. 87. 188. 152. 72. 48. 117. 94. 42. 26. 135. 114. 61. 45. 82. 64. 27. 17. 11-15-88 08:56:57 PAGE 25 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIUS EG 10K*S VCH AREA .01 100.000 100.000 100.000 100.000 104.00 104.00 104.00 104.00 .00 .00 .00 .00 .00 .00 .00 .00 26.50 26.50 26.50 26.50 1081.00 890.00 444.00 313.00 30.08 29.87 29.20 28.93 29.02 28.84 28.28 28.03 30.19 29.97 29.27 28.99 119.37 118.69 111.95 103.20 2.80 2.66 2.20 1.95 404.75 354.22 214.98 170.28 98. 81. 41. 30. 11-15-88 08:56:57 PAGE 26 ENAME: MACCYNFL FINAL 1 SUMMARY PRINTOUT TABLE 150 SEGNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPUID XLCH 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.52 13.36 12.89 12.67 15.39 15.25 14.82 14.67 17.03 16.86 16.36 16.14 17.88 17.72 17.27 17.11 18.93 18.81 18.48 18.36 21.42 21.20 20.54 20.28 22.08 21.82 21.02 20.70 22.61 22.35 21.52 21.16 .00 -.40 -.60 -.20 .00 -.16 -.47 -.22 .00 -.14 -.43 -.15 .00 -.17 -.51 -.21 .00 -.16 -.45 . -.16 ' .00 -.13 -.33 -.12 .00 -.22 -.66 -.26 .00 -.26 -.80 -.32 .00 -.26 -.83 -.36 .00 .00 .00 .00 .52 .76 .89 .87 1.87 1.89 1.93 2.00 1.65 1.62 1.54 1.47 .84 .85 .91 .96 1.05 1.09 1.21 1.25 2.48 2.39 2.06 1.91 .67 .63 .48 .42 .53 .53 .50 .46 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -.17 -.68 -.89 .00 -.16 -.61 -.77 .00 -.13 -.45 -.57 .00 -.22 -.88 -1.14 .00 -.26 -1.07 -1.39 .00 -.26 -1.09 -1.45 605.92 598.39 420.80 378.72 444.66 417.53 340.51 303.72 437.63 421.55 359.49 339.22 393.48 375.76 322.61 300.20 279.65 273.33 255.62 249.04 222.39 218.36 207.48 204.01 218.88 215.49 205.81 201.91 215.84 204.36 162.28 158.45 192.23 185.79 146.95 123.64 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 11-15-88 08:56:57 PAGE 27 SECNO Q CWSEL DIFUSP DIFUSX OIFKUS TOPUID XLCH 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 100.000 100.000 100.000 100.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 23.33 23.12 22.55 22.33 24.69 24.44 23.68 23.35 25.37 25.11 24.27 23.91 25.68 25.40 24.52 24.13 25.92 25.65 24.74 24.33 26.35 26.10 25.31 24.98 27.41 27.16 26.35 26.05 28.48 28.23 27.43 27.11 30.08 29.87 29.20 28.93 .00 -.21 -.57 -.21 .00 -.24 -.76 -.33 .00 -.26 -.84 -.37 .00 -.27 -.88 -.39 .00 -.27 -.91 -.42 .00 -.25 -.80 -.32 ' .00 -.26 -.80 -.31 .00 -.26 -.80 -.32 .00 -.21 -.66 -.27 .72 .77 1.03 1.17 1.36 1.32 1.14 1.02 .69 .67 .59 .56 .30 .29 .25 .22 .25 .25 .22 .20 .43 .45 .56 .66 1.06 1.05 1.05 1.06 1.07 1.07 1.08 1.06 1.59 1.64 1.77 1.82 .00 -.21 -.78 -.99 .00 -.24 -1.00 - 1 .33 .00 -.26 -1.10 -1.47 .00 -.27 -1.15 -1.54 .00 -.27 -1.18 -1.60 .00 -.25 -1.05 -1.37 .00 -.26 -1.06 -1.37 .00 -.26 -1.05 -1.37 .00 -.21 -.87 -1.15 170.62 162.56 140.02 131.83 182.60 164.57 123.66 115.27 277.74 259.27 201.00 176.71 329.25 302.76 240.10 215.03 338.62 287.85 234.53 210.14 262.36 226.48 132.37 125.71 212.75 201.05 164.34 150.26 227.55 203.40 153.47 136.98 254.55 236.57 180.25 157.97 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 104.00 104.00 104.00 104.00 \ 11-15-88 08:56:57 PAGE 28 SUMMARY OF ERRORS AND SPECIAL NOTES 11-15-88 08:58:00 PAGE THIS RUN EXECUTED 11-15-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 *************************************** 1984 APPENDIX Cl HEC-2 Computer Output: Proposed Conditions = .045 •H m m m WATER SURFACE PROFILES VERSION OF NOVEMBER 1976 UPDATED MAY 1984 IBM-PC-XT VERSION AUGUST 1985 RUN DATE 11-18-88 TIME 07:13:39 U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE 0 DAVIS, CALIFORNIA 95616 * (916) 440-2105 (FTS) 448-2105 X X X X X X xxxxxxx X X X X X X xxxxxxx X X xxxx X X xxxxxxx xxxxx X X X X X X X xxxxx xxxxx X X X xxxxx xxxxx X X xxxxxxx 11-18-J 07:13:40 PAGE HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 THIS RUN EXECUTED 11-18-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 10-25-50-100-YEAR STORM T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACCYNFL FINAL 10/11/88 W/ BRIDGE ENCROACHMTS J 10490 J1 ICHECK INQ NINV 0. 2. 0. IDIR STRT METRIC HVINS Q 0. .000000 .00 .0 0. J2 NPROF [PLOT PRFVS XSECV XSECH 1.000 .000 -1.000 .000 .000 FN .000 -1.000 WSEL FQ 13.000 .000 ALLDC IBU CHNIM .000 .000 I TRACE .000 NC OT X1 X3 GR GR GR GR GR GR NC X1 X3 GR GR GR GR GR GR X1 GR GR GR GR GR .030 4.000 2.000 10.000 50.000 20.000 20.000 10.000 18.000 32.000 .000 3.000 10.000 40.000 16.000 25.700 16.000 12.000 22.000 4.000 30.000 26.000 15.300 16.000 40.000 .030 1081.000 26.000 .000 .000 178.600 263.900 766.900 1016.200 1093.900 .000 29.000 .000 .000 154.700 284.600 366.600 841.400 1048.400 21.000 .000 287.700 448.800 887.800 937.900 .045 890.000 303.700 .000 42.000 14.000 16.000 12.000 20.000 .000 .000 382.000 • .000 30.000 14.000 26.000 14.000 14.000 24.000 394.300 24.000 30.000 14.000 20.000 .000 .100 444.000 918.600 263.900 28.300 200J600 290.200 890^800 1027.900 .000 .300 906.500 319.200 47.000 177.300 296.200 382.000 906.500 1065.400 887.800 49.700 310.500 620.400 898.100 .000 .300 313.000 .000 .000 40.000 12.000 12.000 13.800 22.000 .000 .500 100.200 .000 26.000 12.000 26.000 12.000 16.000 30.000 98.100 24.000 20.000 13.500 22.000 .000 .000 .000 .000 .000 59.900 212.800 303.700 918.600 1034.100 .000 .000 117.000 .000 71.100 203.800 319.200 649.000 939.400 1131.100 114.000 139.000 337.300 693.400 904.000 .000 .000 .000 .000 .000 38.000 10.000 12.000 14.000 24.000 .000 .000 101.700 .000 20.000 20.000 22.000 12.000 18.000 40.000 108.000 24.000 18.000 14.000 24.000 .000 .000 .000 .000 .000 86.500 228.600 428.000 953.300 1058.500 .000 .000 .000 .000 117.900 218.200 333.400 712.500 980.900 1196.900 .000 234.400 384.100 757.100 915.800 .000 .000 .000 .000 .000 30.000 12.000 12.000 16.000 30.000 .000 .000 .000 .000 18.000 20.000 20.000 11.700 20.000 .000 .000 25.900 16.000 14.000 30.000 .000 .000 .000 .000 .000 139.300 244.300 470.000 989.100 1086.700 .000 .000 .000 .000 136.200 272.200 354.400 799.300 1013.000 .000 .000 268.500 394.300 862.100 921.700 .000 11-18-88 07:13:40 PAGE mm mm mm mm m mm m IMH mm mm mm mm m m m m m m •H m mIg m m mm m mm ET X1 GR GR GR GR ET XI GR GR GR GR X1 GR GR GR NC X1 GR GR GR GR XI GR GR GR GR X1 GR GR GR GR GR X1 GR GR GR GR X1 GR GR GR GR GR .000 5.000 30.000 14.000 20.000 16.000 .000 6.000 40.000 22.000 16.200 40.000 7.000 40.000 18.000 26.000 .000 8.000 40.000 24.000 20.000 30.000 9.000 40.000 24.000 24 . 700 20.000 10.000 40.000 30.000 22.000 20.000 40.000 20.000 40.000 28.000 24.000 22.000 30.000 50.000 30.000 29.800 20.900 30.000 9.100 19.000 .000 110.800 216.300 701.200 9.100 16.000 .000 106.200 472.000 541.800 13.000 .000 304.700 524.200 .000 17.000 .000 278.100 404.300 628.000 18.000 .000 293.300 388.700 580.300 21.000 .000 202.600 412.800 489.000 617.300 20.000 .000 359.400 570.400 630.100 22.000 .000 161.900 258.300 506.700 675.000 9.100 207.500 22.000 12.300 18.000 18.000 9.100 .000 30.000 20.000 18.000 .000 243.900 30.000 17.500 30.000 .000 377.600 32.000 24.000 19.300 40.000 399.800 38.000 22.000 24.000 30.000 443.400 34.000 28.000 24.000 19.800 .000 587.700 34.000 26.000 25.000 24.000 430.800 40.000 28.000 28.000 22.000 40.000 9.100 720.000 28.200 142.200 225.300 719.800 9.100 481.000 8.700 125.400 480.400 .000 500.100 33.000 376.900 530.900 .100 602.200 132.400 336.900 466.400 642.700 580.300 24.600 318. .100 399 .'800 597.100 571.300 96.700 255.400 425.100 520.100 .000 664.000 182.700 411 .600 587.700 664.000 562.700 35.500 185.800 280.100 553.600 775.800 9.100 110.300 22.000 14.000 16.000 30.000 9.100 202.000 26.000 18.000 22.000 .000 119.000 24.000 18.000 40.000 .300 133.000 30.000 24.200 18.000 .000 135.000 36.000 21.000 20.000 40.000 121.000 34.000 24.000 25.000 20.000 .000 105.000 32.000 22.000 24.000 26.000 147.000 36.000 26.000 26.000 24.000 .000 .000 118.000 50.600 176.600 416.000 743.400 .000 119.900 17.700 196.000 490.300 .000 91.900 68.100 497.200 554.600 .000 98.500 175.400 346.400 521.400 .000 107.900 64.900 338.200 428.000 619.100 99.200 111.300 321.800 443.400 552.400 .000 94.000 205.300 464.200 599.400 670.300 112.000 50.500 195.100 317.500 562.700 .000 .000 118.000 20.000 18.000 15.200 40.000 .000 136.200 24.100 17.000 24.000 .000 98.000 22.000 20.000 .000 .000 117.100 28.000 24.000 20.000 .000 118.000 30.000 22.000 18.000 .000 103.000 34.000 22.000 24.000 20.000 .000 98.000 30.000 20.600 22.000 30.000 106.600 34.000 26.000 24.000 25.000 .000 .000 .000 74.200 188.200 440.500 769.000 .000 .000 28.900 231.000 501.800 .000 .000 177.900 500.100 .000 .000 .000 222.600 364.000 602.200 .000 .000 182.100 361.900 530.600 .000 .000 123.500 337.300 456.500 571.300 .000 .000 230.000 508.400 604.800 693.500 .000 92.500 217.000 430.800 580.000 .000 207.500 .000 16.000 20.000 15.200 .000 .000 .000 24.000 16.400 30.000 .000 .000 20.000 24.000 .000 .000 .000 26.000 22.000 28.000 .000 .000 28.000 24.000 18.000 .000 .000 32.000 20.600 22.000 30.000 • .000 .000 28.000 22.000 21.500 40.000 .000 32.000 28.000 22.000 26.000 .000 720.000 .000 90.100 199.100 639.500 .000 481.000 .000 69.200 353.400 513.800 .000 .000 243.900 509.000 .000 .000 .000 258.000 377.600 613.200 .000 .000 224.900 372.500 568.900 .000 .000 141.600 373.900 474.100 593.100 .000 .000 296.200 557.500 617.100 741.400 .000 131.400 222.900 473.200 634.200 .000 11-18-88 07:13:40 PAGE NC XI GR GR GR GR XI GR GR GR GR GR X1 GR GR GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR GR XI GR GR GR GR GR GR XI GR GR GR GR EJ .070 40.000 50.000 26.000 26.000 24.000 50.000 60.000 26.000 29.800 20.600 28.000 60.000 60.000 28.000 26.000 24.000 25.700 40.000 70.000 60.000 26.000 28.000 26.700 30.000 80.000 60.000 28.000 24.000 32.000 58.000 90.000 60.000 30.000 26.000 32.000 46.000 56.000 100.000 60.000 32.000 30.000 46.000 .000 .040 20.000 .000 314.600 387.500 604.900 25.000 .000 232.600 366.800 521.100 694.300 28.000 .000 248.100 433.200 500.700 653.600 820.200 25.000 .000 283.700 443.400 522.700 701.400 22.000 .000 176.000 456.800 636.000 815.800 27.000 .000 193.100 505.300 631.800 833.400 985.100 20.000 .000 215.300 583.900 830.600 .000 .100 422.700 40.000 26.000 24.000 26.000 405.200 50.000 24.000 28.000 22.000 30.000 492.800 50.000 26.000 28.000 22.000 26.000 50.000 463.000 50.000 24.000 29.800 26.000 38.000 319.000 50.000 27.800 26.000 34.000 60.000 351.200 60.000 28.000 25.500 34.000 48.000 60.000 468.000 50.000 30.000 32.000 48.000 .000 .000 604.900 62.700 325.400 422.700 709.200 598.400 49.800 260.100 385.600 546.500 711.400 653.600 37.700 298.200 441.900 514.100 712.800 858.400 579.400 45.900 316.000 463.000 532.800 717.800 4 76 .'800 30.500 245.300 467.100 660.700 825.000 562.300 61.300 351.200 510.300 670.100 867.700 1033.800 583.900 41.000 336.500 647.200 843.700 .000 .000 115.500 32.000 28.000 22.000 30.000 95.300 40.000 24.000 26.000 24.000 40.000 104.400 40.000 24.000 29.800 21.400 30.000 60.000 104.000 40.000 23.800 28.000 25.800 40.000 158.000 40.000 26.000 28.000 40.000 .000 108.500 50.000 26.000 26.000 36.000 50.000 .000 140.000 40.000 28.000 34.000 50.000 .000 .000 96.700 126.300 336.100 535.100 746.000 105.800 79.400 316.500 397.100 555.600 778.700 97.100 104.200 310.500 463.100 548.500 749.700 881.400 102.000 94.700 393.400 480.800 556.900 748.400 138.000 78.800 319.000 476.800 684.300 .000 115.000 128.000 434.800 515.800 701.100 888.400 .000 106.000 147.400 468.000 696.700 870.000 .000 .000 96.300 30.000 29.800 21.000 40.000 102.100 30.000 26.000 24.000 25.200 50.000 97.800 32.000 23.800 28.000 22.000 32.000 .000 101.000 30.000 24.000 26.000 26.000 50.000 106.000 36.000 24.000 28.000 50.000 .000 113.000 40.000 25.800 28.000 40.000 52.000 .000 104.000 38.000 26.500 36.000 52.000 .000 .000 .000 217.800 357.200 560.400 811.900 .000 142.400 337.400 405.200 598.400 818.500 .000 150.600 359.000 480.200 572.800 779.700 .000 .000 127.900 421.300 492.700 579.400 778.700 .000 103.100 382.500 525.200 731.000 .000 .000 162.000 450.000 533.600 747.000 912.100 .000 .000 164.900 537.100 719.700 885.300 .000 .000 .000 28.000 28.000 22.000 50.000 .000 28.000 28.000 22.000 26.000 60.000 .000 30.000 24.000 26.000 24.000 36.000 .000 .000 28.000 26.000 26.000 28.000 60.000 .000 30.000 24.000 30.000 56.000 .000 .000 36.000 26.000 30.000 44.000 54.000 .000 .000 36.000 28.000 40.000 60.000 .000 .000 .000 281.200 373.100 597.700 858.100 .000 209.000 348.500 444.500 653.300 843.200 .000 190.600 419.700 492.800 582.400 810.300 .000 .000 186.600 430.500 510.700 683.500 799.200 .000 123.500 432.900 575.900 762.300 .000 .000 170.200 460.600 562.300 809.400 971.700 .000 .000 185.400 546.800 758.200 998.000 .000 11-18-88 07:13:40 PAGE SECNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XL08L XLCH CRIWS USELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL AROB VOL XNR UTN ICONT CORAR OLOSS BANK ELEV TUA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STAT!ONS=263.9 1093.9 TYPE=1 TARGET=-263.900 3495 OVERBANK AREA ASSUMED NON-EFFECT IVE,ELLEA=12.00 ELREA=13.80 2.00 1081. .00 000517 3.00 1. .69 0. 13.00 1080. 1.06 0. 11.46 0. .00 0. 13.00 2. .030 0 13.02 1016. .045 10 .02 0. .030 0 .00 0. .000 .00 .00 0. 10.00 605.92 12.00 13.80 300.33 906.24 CCHV= .300 CEHV= 'SECNO 3.000 .500 3470 ENCROACHMENT STATIONS=319.2 1196.9 TYPE=TARGET=-319.200 3495 OVERBANK AREA ASSUMED NON-EFFECT IVE,ELLEA=14.00 ELREA=14.00 3.00 1081. .01 .013311 :SECNO 4.000 4.00 1081. .02 .020553 SECNO 5.000 1.36 0. .00 100. 1.30 0. .00 98. 13.06 1081. 3.43 102. 14.80 1081. 3.96 108. 1470 ENCROACHMENT STATIONS^ 5.00 1081. .03 .009158 1.26 0. .00 110. 16.46 1081. 3.19 118. 12.80 0. .00 117. 14.67 0. .00 114. 207.5 16.09 0. .00 118. .00 0. .030 0 .00 0. .030 3 720.0 .00 0. .030 3 13.25 315. .045 22 15.04 273. .045 15 TYPE = 16.62 339. .045 14 .18 0. .030 0 .24 0. .030 0 1 T/ .16 0. .030 0 .15 .08 14.00 2. 1. 14.00 .000 11.70 508.17 .00 367.57 875.74 1.77 .03 16.00 2. 2. 16.00 .000 13.50 515.08 .00 357.27 872.35 TARGET= 512.500 1.55 .03 20.00 3. 3. 100000.00 .000 15.20 371.28 .00 334.28 705.56 11-18-88 07:13:40 PAGE (• m m m m m SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 6.000 6.00 1.29 1081. 0. .03 .00 .007963 202. *SECNO 7.000 CWSEL QCH VCH XLCH 17.49 0. .00 136. CRIWS QROB VROB XLOBR 17.35 1081. 4.41 120. WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR UTN ITRIAL IDC ICONT CORAR .00 17.79 .30 1.09 0. 0. 245. 4. .030 .045 .030 .000 4 11 0 .00 OLOSS TWA ELMIN TOPWID .07 4. 16.20 264.07 BANK ELE< LEFT/RIGHT SSTA ENDST 40.00 90.00 213.94 478.01 m 7185 MINIMUM SPECIFIC ENERGY ^ *" IM_ ** mm mm ^ P* «•" m m •M HI 3720 CRITICAL DEPTH 7.00 1.24 1081. 0. .04 .00 .030419 119. CCHV= .100 CEHV= 'SECNO 8.000 8.00 2.58 1081. 0. .05 .00 .007499 133. *SECNO 9.000 3265 DIVIDED FLOW 9.00 3.15 1081. 0. .06 .45 .002545 135. *SECNO 10.000 3265 DIVIDED FLOW ASSUMED 18.74 1081. 5.44 98. .300 20.58 1081. 3.65 117. 21.15 1079. 2.91 118. 18.74 0. .00 92. 20.07 0. 1.65 99. 19.89 2. 1.56 108. .00 19.20 .46 1.32 0. 199. 0. 4. .030 .045 .030 .000 0 8 0 .00 .00 20.79 .21 1.57 0. 296. 0. 5. .030 .045 .030 .000 4 14 0 .00 .00 21.28 .13 .48 1. 371. 1. 6. .030 .045 .030 .000 3 19 0 .00 .08 4. 17.50 215.97 .03 5. 18.00 206.62 .01 5. 18.00 169.06 20.00 20.00 282.30 498.27 22.00 20.00 396.39 603.01 24.00 20.00 335.13 582.24 7185 MINIMUM SPECIFIC ENERGYId in m mm 3720 CRITICAL DEPTH 10.00 1.81 1081. 123. .06 4.46 .020088 121. ASSUMED 21.61 942. 6.33 103. 21.61 16. 5.70 99. .00 22.20 .59 .58 28. 149. 3. 7. .030 .045 .030 .000 0 11 0 .00 .14 6. 19.80 152.39 25.00 20.00 347.45 574.81 11-18-88 07:13:40 PAGE m P. m SECNO 0 TIME SLOPE 'SECNO 20. DEPTH QLOB VLOB XLOBL 000 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK EG HV HL ALOB ACH AR08 VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR OLOSS BANK ELE' TWA LEFT/RIGHT ELMIN TOPWID SSTA ENDST 3265 DIVIDED FLOW pi m mm M mm Urn - -Ml m mm m 20.00 1081. .07 .008353 •SECNO 30. 30.00 1081. .08 .005762 *SECNO 40. 40.00 1081. .09 .007581 'SECNO 50. 2.33 975. 6.08 105. 000 3.19 0. .48 147. 000 3.91 8. 1.09 116. 000 22.93 106. 2.76 98. 24.09 1081. 4.02 107. 24.91 1032. 2.33 96. 22.82 0. .00 94. 23.18 0. .04 112. 23.36 41. 1.91 97. .00 23.46 .53 1.25 160. 38. 0. 7. .030 .045 .030 .000 3 11 0 .00 .00 24.34 .25 .86 0. 269. 0. 8. .030 .045 .030 .000 3 5 0 .00 .00 24.99 .08 .63 7. 442. 22. 9. .070 .100 .040 .000 2 19 0 .00 .01 6. 20.60 155.06 .03 7. 20.90 138.74 .02 7. 21.00 245 . 74 25.00 24.00 451.98 645.85 24.00 24.00 425.56 564.30 24.00 24.00 406.67 652.41 m 3265 DIVIDED FLOW mm m m m 50.00 1081. .11 .002915 'SECNO 60. 4.81 140. 1.30 95. 000 25.41 941. 1.65 102. 22.83 1. .44 106. .00 25.45 .04 .45 107. 570. 1. 10. .070 .100 .040 .000 2 11 0 .00 .00 8. 20.60 303.73 24.00 25.20 240.73 612.73 Ml m 3265 DIVIDED FLOW ' Ml •• 60.00 1081. .12 .004298 4.35 449. 2.02 104. 25.75 632. 1.70 98. 23.77 0. .21 97. .00 25.80 .05 .35 222. 371. 0. 11. .070 .100 .040 .000 2 11 0 .00 .00 8. 21.40 301.43 26.00 25.70 299.74 663.44 11-18-88 07:13:40 PAGE SEGNO Q TIME SLOPE *SECNO 70. DEPTH QLOB VLOB XLOBL 000 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR WTN ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE' LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 70.00 1081. .13 .009434 *SECNO 80. 80.00 1081. .15 .006306 *SECNO 90. 90.00 1081. .16 .017295 *SECNO 100 100.00 1081. .17 .011938 2.49 1061. 3.45 104. 000 3.42 55. 1.34 158. 000 2.98 10. 1.08 109. .000 3.58 345. 2.43 140. 26.29 17. .69 101. 27.42 1026. 2.35 106. 28.48 1071. 2.99 113. 30.08 736. 2.80 104. 25.32 2. 1.00 102. 25.62 0. .00 138. 27.46 0. .00 115. 29.02 0. .04 106. .00 308. .070 2 .00 41. .070 2 .00 9. .070 2 .00 142. .070 2 26.47 25. .100 22 27.50 437. .100 14 28.62 358. .100 11 30.19 263. .100 15 .18 .63 2. 12. .040 .000 0 .00 .08 1.01 0. 14. .040 .000 0 .00 .14 1.11 0. 15. .040 .000 0 .00 .11 1.57 0. 16. .040 .000 0 .00 .04 9. 23.80 253.70 .01 10. 24.00 212.84 .02 10. 25.50 227.52 .00 11. 26.50 254.55 29.80 26.00 269.49 594.63 26.00 28.00 261.11 473.96 28.00 30.00 313.01 540.53 28.00 30.00 331.81 586.35 11-18-88 07:13:40 PAGE 8 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 50-YEAR STORM J# 10490 T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARI08.YRO 8/30/88 W/ BRIDGE ENCROACHMTS J1 ICHECK 0. I NO 3. NINV 0. IDIR STRT METRIC HVINS 0. .000000 .00 .0 THIS RUN EXECUTED 11-18-88 WSEL 0. 12.600 FQ .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 11-18-88 07:13:40 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AR08 VOL TIME VLOB VCH VROB XNL XNCH XNR UTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 2 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS= 263.9 1093.9 TYPE= 1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 12.00 ELREA= 13.80 2.00 890. .00 000849 2.60 0. .63 0. 12.60 890. 1.15 0. 11.34 0. .00 0. 12.60 1. .030 0 12.62 776. .045 10 .02 0. .030 0 .00 0. .000 .00 .00 0. 10.00 598.39 12.00 13.80 301.68 900.07 CCHV= .300 CEHV= *SECNO 3.000 .500 3470 ENCROACHMENT STATIONS=319.2 1196.9 TYPE= 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 1 TARGET= -319.200 14.00 ELREA=14.00 3.00 890. .01 .033543 'SECNO 4.000 4.00 890. .02 .010989 SECNO 5.000 1.01 0. .00 100. 1.36 0. .00 98. 12.71 890. 4.49 102. 14.86 890. 3.00 108. 470 ENCROACHMENT STATIONS= 5.00 890. .03 .012724 1.03 0. .00 110. 16.23 890. 3.35 118. 12.70 0. .00 117. 14.58 0. .00 114. 207.5 15.99 0. .00 118. .00 0. .030 0 .00 0. .030 4 720.0 16.46 0. .030 3 13.02 198. .045 18 15.00 296. .045 8 TYPE = 16.41 265. .045 11 .31 0. .030 0 .14 1 0. .030 0 1 TARGET= .17 1 0. .030 0 .26 1. 000 .00 .92 2. 000 .00 .39 3. 000 .00 .15 1. 11.70 310.63 .05 2. 13.50 366.55 512.500 .02 3. 15.20 310.37 14.00 14.00 553.95 864.58 16.00 16.00 506.63 873.18 20.00 100000.00 393.07 703.44 m m 11-18-88 07:13:40 m SECNO DEPTH CWSEL Q QLOB QCH •» TIME VL08 VCH SLOPE XLOBL XLCH m mi m m m m M ** m m m Ut m m m ^ - •• *•» mi M *SECNO 6.000 6.00 890. .03 .007260 *SECNO 7.000 7185 MINIMUM 3720 CRITICAL 7.00 890. .04 .032310 CCHV= .100 *SECNO 8.000 8.00 890. .05 .007261 *SECNO 9.000 9.00 890. .06 .002280 'SECNO 10.000 3265 DIVIDED 7185 MINIMUM 3720 CRITICAL 10.00 890. .07 .021377 1.20 0. .00 202. SPECIFIC 17.40 0. .00 136. ENERGY CRIWS QROB VROB XLOBR 17.25 890. 3.99 120. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 17.49 17.65 0. 0. .030 .045 3 5 HV HL AROB VOL XNR WTN ICONT CORAR .25 1.21 223. 3. .030 .000 0 .00 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .04 4. 16.20 260.70 40.00 90.00 216.91 477.61 DEPTH ASSUMED 1.11 0. .00 119. CEHV= 2.44 0. .00 133. 2.96 0. .00 135. FLOW SPECIFIC 18.61 890. 5.17 98. .300 20.44 890. 3.35 117. 20.96 889. 2.61 118. ENERGY 18.61 0. .00 92. 19.95 0. 1.34 99. 19.71 1. 1.31 108. 18.74 19.03 0. 172. .030 .045 0 11 20.58 20.62 0. 265. .030 .045 5 14 21.15 21.07 0. 340. .030 .045 4 19 .41 1.27 0. 4. .030 .000 0 .00 .17 1.57 0. 4. .030 .000 0 .00 .11 .44 1. 5. .030 .000 0 .00 .08 4. 17.50 212.05 .02 5. 18.00 204.39 .01 5. 18.00 160.68 20.00 20.00 286.04 498.09 22.00 20.00 398.42 602.81 24.00 20.00 421.23 581.91 DEPTH ASSUMED 1.63 75. 4.03 121. 21.43 803. 6.09 103. 21.43 12. 5.44 99. 21.61 21.98 19. 132. .030 .045 0 11 .55 .54 2. 6. .030 .000 0 .00 .13 6. 19.80 140.94 25.00 20.00 352.16 574.42 PAGE 10 11-18-88 07:13:40 PAGE 11 SECNO Q TIME SLOPE *SECNO 20. DEPTH QlOB VLOB XLOBL 000 CWSEL QCH VCH XLCH CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL EG HV HL ACH AROB VOL XNCH XNR UTN IDC ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE' LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 20.00 890. .07 .007946 *SECNO 30. 30.00 890. .08 .005569 *SECNO 40. 40.00 890. .09 .007837 'SECNO 50. 2.18 809. 5.60 105. 000 2.97 0. .00 147. 000 3.65 3. .89 116. 000 22.78 81. 2.51 98. 23.87 890. 3.72 107. 24.65 869. 2.20 96. 22.65 22.93 0. 144. .00 .030 94. 3 23.00 24.09 0. 0. .00 .030 112. 3 23.18 24.91 17. 4. 1.56 .070 97. 2 23.23 .45 1.24 32. 0. 6. .045 .030 .000 11 0 .00 24.08 .22 .82 239. 0. 7. .045 .030 .000 8 0 .00 24.73 .07 .63 395. 11. 7. .100 .040 .000 19 0 .00 .01 6. 20.60 149.36 .02 6. 20.90 128.44 .01 7. 21.00 227.71 25.00 24.00 453.89 643.39 24.00 24.00 433.65 562.09 24.00 24.00 411.22 638.93 3265 DIVIDED FLOW 50.00 890. .11 .002812 *SECNO 60. 4.54 94. 1.13 95. 000 25.14 796. 1.53 102. 22.64 25.41 0. 83. .00 .070 106. 2 25.18 .03 .45 519. 0. 9. .100 .040 .000 11 0 .00 .00 7. 20.60 280.02 24.00- 25.20 244.35 596.46 3265 DIVIDED FLOW 60.00 890. .13 .004372 4.08 344. 1.85 104. 25.48 546. 1.66 98. 23.56 25.75 0. 187. .00 .070 97. 2 25.53 .05 .34 329. 0. 10. .100 .040 .000 15 0 .00 .00 8. 21.40 277.79 26.00 25.70 301.40 644.36 07:13:40 PAGE 12 SEGNO Q TIME SLOPE *SECNO 70. DEPTH QLOB VLOB XLOBL 000 CWSEL QCH VCH XLCH CRIWS OROB VROB XLOBR USELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XNR UTN ICONT CORAR OLOSS TWA ELMIN TOPWID BANK ELE LEFT/RIGHT SSTA ENDST 3265 DIVIDED FLOW 70.00 890. .14 .009880 *SECNO 80. 80.00 890. .16 .005992 *SECNO 90. 90.00 890. .17 .018827 'SECNO 100 100.00 890. .18 .011868 2.25 887. 3.29 104. 000 3.16 31. 1.14 158. 000 2.72 1. .68 109. .000 3.37 255. 2.21 140. 26.05 3. .35 101. 27.16 859. 2.16 106. 28.22 889. 2.87 113. 29.87 635. 2.66 104. 25.16 0. .04 102. 25.44 0. .00 138. 27.30 0. .00 115. 28.84 0. .00 106. 26.29 269. .070 2 27.42 27. .070 2 28.48 2. .070 2 . 30.08 115. .070 2 26.21 8. .100 17 27.23 397. .100 14 28.35 310. .100 11 29.97 239. .100 15 .17 .65 0. 11. .040 .000 0 .00 .07 1.01 0. 12. .040 .000 0 .00 .13 1.11 0. 13. .040 .000 0 .00 .10 1.61 0. 14. .040 .000 0 .00 .04 9. 23.80 218.05 .01 9. 24.00 201.11 .02 10. 25.50 203.36 .00 10. 26.50 236.57 29.80 26.00 281.47 581.79 26.00 28.00 271.61 472.71 28.00 30.00 333.46 536.82 28.00 30.00 344.94 581.52 11-18-88 07:13:40 PAGE 13 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 THIS RUN EXECUTED 11-18-88 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 25-YEAR STORM J# 10490 IH T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARIOB.YRO 8/30/88 U/ BRIDGE ENCROACHMTS g| J1 ICHECK INQ __ 0. 4. NINV IDIR STRT METRIC HVINS Q 0. 0. .000000 .00 .0 0. USEL FQ 12.000 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 3.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 11-18-88 07:13:40 PAGE 14 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CR1WS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST *PROF 3 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS=263.9 1093.9 TYPE=1 TARGET= -263.900 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=12.00 ELREA=13.80 2.00 444. .00 .001021 2.00 0. .00 0. 12.00 444. 1.06 0. 11.02 0. .00 0. 12.00 0. .030 0 12.02 421. .045 7 .02 0. .030 0 .00 0. .000 .00 .00 0. 10.00 420.80 12.00 13.80 303.70 890.80 CCHV= .300 CEHV= .500 *SECNO 3.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 319.2 1196.9 TYPE= 1 TARGET= -319.200 m m mm m m m m 3495 OVERBANK 3.00 444. .01 .039744 *SECNO 4.000 4.00 444. .02 .010203 *SECNO 5.000 AREA .73 0. .00 100. 1.05 0. .00 98. 3470 ENCROACHMENTm m m 5.00 444. .03 .013133 .70 0. .00 110. ASSUMED 12.43 444. 3.82 102. 14.55 444. 2.34 108. STATIONS= 15.90 444. 2.70 118. NON-EFFECTIVE 12.43 0. .00 117. 14.33 0. .00 114. 207.5 15.71 0. .00 118. ,ELLEA= .00 0. .030 0 .00 0. .030 7 720.0 16.46 0. .030 5 14. 12.65 116. .045 22 14.64 189. .045 8 TYPE = 16.01 165. .045 11 .00 ELREA= .23 0. .030 0 .09 0. .030 0 .31 1. .000 .00 1.94 1. .000 .00 1 TARGET^ .11 0. .030 0 1.36 1. .000 .00 14.00 .10 1. 11.70 263.07 .04 2. 13.50 321.55 512.500 .01 2. 15.20 274.04 14.00 14.00 592.19 855.25 16.00 16.00 547.63 869.18 20.00 100000.00 419.17 693.22 11-18-88 07:13:40 PAGE 15 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL 'SECNO 6.000 6.00 444. .04 .007167 *SECNO 7.000 7.00 444. .05 .033467 CCHV= .100 *SECNO 8.000 8.00 444. .06 .006795 *SECNO 9.000 9.00 444. .08 .001539 *SECNO 10.000 3265 DIVIDED 7185 MINIMUM 3720 CRITICAL 10.00 444. .09 .027576 .89 0. .00 202. .81 0. .00 119. CEHV= 2.00 0. .00 133. 2.38 0. .00 135. FLOW CWSEL QCH VCH XLCH 17.09 0. .00 136. 18.31 444. 4.03 98. .300 20.00 444. 2.52 117. 20.38 444. 1.78 118. CRIWS QROB VROB XLOBR 16.97 444. 3.11 120. 18.30 0. .00 92. 19.49 0. .00 99. 19.19 0. .58 108. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 17.49 17.24 0. 0. .030 .045 4 8 18.74 18.57 0. 110. .030 .045 2 15 20.58 20.09 0. 176. .030 .045 4 17 21.15 20.43 0. 250. .030 .045 '4 14 HV HL AROB VOL XNR WIN ICONT CORAR .15 1.21 143. 2. .030 .000 0 .00 .25 1.27 0. 2. .030 .000 0 .00 .10 1.51 0. 3. .030 .000 0 .00 .05 .33 0. 3. .030 .000 0 .00 OLOSS BANK ELEl TWA LEFT/RIGHT ELMIN TOPWID .02 3. 16.20 248.20 .05 4. 17.50 202.52 .02 4. 18.00 197.44 .00 5. 18.00 155.65 SSTA ENDST 40.00 90.00 227.94 476.14 20.00 20.00 295.14 497.66 22.00 20.00 404.62 602.06 24.00 20.00 425.29 580.95 SPECIFIC ENERGY DEPTH 1.10 5. 2.30 121. ASSUMED 20.90 435. 5.23 103. 20.90 4. 4.52 99. 21.61 21.32 2. 83. .030 .045 0 14 .42 .42 1. 4. .030 .000 0 .00 .11 5. 19.80 106.86 25.00 20.00 366.17 573.25 *SECNO 20.000 11-18-88 07:13:40 PAGE 16 mt SECNO DEPTH CWSEL CRIUS Q QLOB QCH QROB *• TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR P P *"" P P P P in P pi utt• P m m P p •' p p m m m p m m m 3265 DIVIDED 20.00 444. .09 .007072 *SECNO 30.000 30.00 444. .11 .004490 *SECNO 40.000 40.00 444. .12 .008792 *SECNO 50.000 3265 DIVIDED 50.00 444. .15 .002148 *SECNO 60.000 3265 DIVIDED 60.00 444. .16 .005163 FLOW 1.73 22.33 22.17 416. 28. 0. 4.24 1.75 .00 105. 98. 94. 2.28 23.18 22.44 0. 444. 0. .00 2.80 .00 147. 107. 112. 2.85 23.85 22.65 0. 444. 0. .00 1.78 .00 116. 96. 97. FLOW 3.68 24.28 22.14 7. 437. 0. .40 1.19 .00 95. 102. 106. FLOW 3.18 24.58 22.89 88. 356. 0. 1.16 1.67 .00 104. 98. 97. WSELK EG HV HL OLOSS BANK ELE' ALOB ACH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELM1N SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 22.93 22.59 .26 1.26 .02 25.00 98. 16. 0. 4. 5. 24.00 .030 .045 .030 .000 20.60 459.73 4 14 0 .00 131.93 635.86 24.09 23.31 .12 .70 .01 24.00 0. 159. 0. 4. 6. 24.00 .030 .045 .030 .000 20.90 447.89 3 15 0 .00 111.14 559.03 24.91 23.90 .05 .59 .01 24.00 0. 250. 0. 5. 6. 24.00 .070 .100 .040 .000 21.00 430.95 2 19 0 .00 173.42 604.37 - ... 25.41 24.30 .02 .39 .00 24.00 16. 366. 0. 5. 6. 25.20 .070 .100 .040 .000 20.60 256.34 2 11 0 .00 224.28 565.35 25.75 24.62 .04 .31 .01 26.00 76. 213. 0. 6. 7. 25.70 .070 .100 .040 .000 21.40 306.95 2 18 0 .00 224.77 606.55 11-18-88 07:13:40 PAGE 17 SEGNO 0 TIME SLOPE 'SEGNO 70. 70.00 444. .17 .011625 'SEGNO 80. 80.00 444. .20 .005195 'SECNO 90. 90.00 444. .21 .025616 'SEGNO 100 100.00 444. .22 .011189 DEPTH QLOB VLOB XLOBL 000 1.49 444. 2.72 104. 000 2.36 1. .49 158. 000 1.93 0. .00 109. .000 2.70 76. 1.60 140. CWSEL QCH VCH XLCH 25.29 0. .00 101. 26.36 443. 1.61 106. 27.43 444. 2.57 113. 29.20 368. 2.20 104. CRIUS QROB VROB XLOBR 24.71 0. .00 102. 24.95 0. .00 138. 26.84 0. .00 115. 28.28 0. .00 106. USELK ALOB XNL ITR1AL 26.29 163. .070 2 27.42 3. .070 1 28.48 0. .070 2 30.08 4a. .070 2 EG ACH XNCH IDC 25.40 0. .100 14 26.40 276. .100 14 27.53 173. .100 11 29.27 167. .100 11 HV AROB XNR ICONT .12 0. .040 0 .04 0. .040 0 .10 0. .040 0 .07 0. .040 0 HL VOL WTN CORAR .76 7. .000 .00 .99 7. .000 .00 1.12 8. .000 .00 1.74 8. .000 .00 OLOSS TWA ELMIN TOPWID .02 7. 23.80 131.97 .01 8. 24.00 164.47 .02 8. 25.50 153.43 .00 9. 26.50 180.27 BANK ELE' LEFT/RIGHT SSTA ENDST 29.80 26.00 295.24 427.21 26.00 28.00 304.37 468.83 28.00 30.00 375.08 528.51 28.00 30.00 388.86 569.13 11-18-88 07:13:40 PAGE 18 M THIS RUN EXECUTED 11-18-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 T1 SUBCRITICAL RUN FOR MARCARIO CANYON 10-YEAR STORM J# 10490 T2 MULTYPROFILE FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 FILENAME: MACARIOB.YRO 8/30/88 W/ BRIDGE ENCROACHMTS Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 5. 0. 0. .000000 .00 .0 0. 11.800 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15.000 .000 -1.000 .000 .000 .000 -1.000 .000 .000 .000 m 11-18-88 07:13:40 PAGE 19 Ml m -1 M m pi m m m m Ml p» SECNO DEPTH CUSEL CRIUS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR UTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *PROF 4 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= .300 *SECNO 2.000 3470 ENCROACHMENT STATIONS^ 263.9 1093.9 TYPE= 1 TARGET= 3495 OVERBANK AREA ASSUMED NON-EFFECT 1VE,ELLEA= 12.00 ELREA= 2.00 1.80 11.80 10.89 11.80 11.81 .01 .00 313. 0. 313. 0. 0. 341. 0. 0. .00 .00 .92 .00 .030 .045 .030 .000 .000890 0. 0. 0. 0 10 0 .00 CCHV= .300 CEHV= .500 *SECNO 3.000 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST -263.900 13.80 .00 12.00 0. 13.80 10.00 499.69 378.72 878.41 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS^ 319.2 1196.9 TYPE= 1 TARGET= -319.200 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELL'EA= 14.00 ELREA= 14.00 l^m•• mm m. m» m m a m 3.00 313. .01 .042443 *SECNO 4.000 4.00 313. .02 .009903 *SECNO 5.000 .62 0. .00 100. .93 0. .00 98. 3470 ENCROACHMENT • m m m 5.00 313. .04 .013419 .57 0. .00 110. 12.32 313. 3.48 102. 14.43 313. 2.07 108. STATIONS= 15.77 313. 2.41 118. 12.32 0. .00 117. 14.23 0. .00 114. 207.5 15.61 0. .00 118. .00 0. .030 0 .00 0. .030 6 720.0 16.46 0. .030 4 12.51 90. .045 22 14.49 152. .045 11 TYPE = 15.86 130. .045 14 .19 0. .030 0 .07 0. .030 0 1 TARGET .09 0. .030 0 .28 1. .000 .00 1.95 1. .000 .00 = 1.35 1. .000 .00 .09 1. 11.70 245.91 .04 1. 13.50 304.00 512.500 .01 2. 15.20 260.01 14.00 14.00 605.98 851.89 16.00 16.00 563.63 867.63 20.00 100000.00 423.16 683.17 11-18-88 07:13:40 F-AGE 20 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH *SECNO 6.000 6.00 313. .05 .007092 *SECNO 7.000 7.00 313. .06 .034314 CCHV= .100 *SECNO 8.000 8.00 313. .07 .006374 *SECNO 9.000 9.00 313. .09 .001315 *SECNO 10.000 3265 DIVIDED .77 0. .00 202. .70 0. .00 119. CEHV= 1.79 0. .00 133. 2.13 0. .00 135. FLOW 7185 MINIMUM SPECIFIC 3720 CRITICAL 10.00 313. .10 .032386 16.97 0. .00 136. 18.20 313. 3.55 98. .300 19.79 313. 2.28 117. 20.13 313. 1.48 118. ENERGY CRIWS QROB VROB XLOBR 16.85 313. 2.77 120. 18.18 0. .00 92. 19.28 0. .00 99. 18.99 0. .02 108. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC 17.49 17.09 0. 0. .030 .045 4 8 18.74 18.40 0. 88. .030 .045 2 15 20.58 19.87 0. 137. .030 .045 4 17 21.1,5 20.17 0. 211. .030 .045 !4 11 HV HL AROB VOL XNR WTN ICONT CORAR .12 1.22 113. 2. .030 .000 0 .00 .20 1.27 0. 2. .030 .000 0 .00 .08 1.46 0. 2. .030 .000 0 .00 .03 .29 0. 3. .030 .000 0 .00 OLOSS BANK ELE' TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST .01 3. 16.20 237.64 .04 3. 17.50 199.01 .01 4. 18.00 170.03 .00 4. 18.00 153.48 40.00 90.00 237.93 475.57 20.00 20.00 298.49 497.50 22.00 20.00 423.45 593.48 24.00 20.00 427.05 580.53 DEPTH ASSUMED .88 0. .09 121. 20.68 311. 4.84 103. 20.68 2. 4.08 99. 21.61 21.05 0. 64. .030 .045 0 18 .36 .38 1. 3. .030 .000 0 .00 .10 5. 19.80 93.32 25.00 20.00 371.74 572.79 *SECNO 20.000 11-18-88 07:13:40 PAJE 21 SECNO DEPTH <m 0 QLOB • TIME VLOB SLOPE XLOBL III m mm m mm m mm wt m mm mm urn mm ^mm mm -m m m m m PI mm 3265 DIVIDED 20.00 313. .11 .006873 *SECNO 30.000 30.00 313. .12 .003939 *SECNO 40.000 40.00 313. .14 .008413 *SECNO 50.000 50.00 313. .17 .001786 *SECNO 60.000 3265 DIVIDED 60.00 313. .18 .005619 *SECNO 70.000 70.00 313. .19 .013959 FLOW 1.56 298. 3.70 105. 2.03 0. .00 147. 2.52 0. .00 116. 3.29 0. .00 95. FLOW 2.76 18. .64 104. 1.18 313. 2.54 104. CWSEL QCH VCH XLCH 22.16 15. 1.42 98. 22.93 313. 2.40 107. 23.52 313. 1.60 96. 23.89 313. 1.02 102. 24.16 295. 1.72 98. 24.98 0. .00 101. CRIWS WSELK QROB ALOB VROB XNL XLOBR ITRIAL 22.00 22.93 0. 80. .00 .030 94. 5 22.23 24.09 0. 0. .00 .030 112. 4 22.43 24.91 0. 0. .00 .070 97. 2 21.95 25.4'1 0. 0. .00 .070 106. 2 22.65 25.75 0. 28. .00 .070 97. 2 24.54 26.29 0. 123. .00 .070 102. 2 EG ACH XNCH IDC 22.37 11. .045 14 23.02 130. .045 15 23.56 196. .100 19 23.90 307. .100 11 24.20 171. .100 18 25.08 0. .100 14 HV AROB XNR ICONT .20 0. .030 0 .09 0. .030 0 .04 0. .040 0 .02 0. .040 0 .04 0. .040 0 .10 0. .040 0 HL VOL WTN CORAR 1.31 3. .000 .00 .64 3. .000 .00 .53 4. .000 .00 .34 4. .000 .00 .29 5. .000 .00 .86 5. .000 .00 OLOSS BANK ELE' TWA LEFT/RIGHT ELMIN TOPWID .02 5. 20.60 124.88 .01 5. 20.90 104.41 .00 5. 21.00 153.53 .00 6. 20.60 147.60 .01 6. 21.40 200.13 .02 7. 23.80 125.52 SSTA ENDST 25.00 24.00 462.10 632.81 24.00 24.00 453.44 557.84 24.00 24.00 449.65 603.17 24.00 25.20 407.47 555.07 26.00 25.70 309.53 588.98 29.80 26.00 300.26 425.78 n-ia-88 07:13:40 PAGE 22 SEGNO 0 TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS OROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL UTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST •SECNO 80.000 80.00 2.05 313. 0. .22 .01 .004684 158. 26.05 313. 1.36 106. 24.76 0. .00 138. 27.42 0. .070 2 26.08 230. .100 14 .03 0. .040 0 .99 .01 26.00 6. 7. 28.00 .000 24.00 316.90 .00 150.45 467.35 *SECNO 90.000 90.00 1.61 313. 0. .23 .00 .031656 109. 27.11 313. 2.49 11.3. 26.67 0. .00 115. 28.48 0. .070 1 27.20 126. .100 11 .10 0. .040 0 1.10 6. .000 .00 .02 7. 25.50 136.98 28.00 30.00 388.65 525.63 "SECNO 100.000 100.00 2.43 313. 38. .25 1.30 .010350 140. 28.93 275. 1.95 104. 28.03 0. .00 106. 30.08 29. .070 3 28.99 141. .100 11 .06 0. .040 0 1.78 7. .000 .00 .00 8. 26.50 157.87 28.00 30.00 406.33 564.20 m 11-18-88 07:13:40 PAGE 23 THIS RUN EXECUTED 11-18-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 1984 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ENAME: MACCYNFL FINAL 1 SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10K*S VCH AREA .01 mm nm - •H IN * m * m MB m m m m M m mn , w m m m 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 " .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 10.00 10.00 10.00 10.00 11.70 11.70 11.70 11.70 13.50 13.50 13.50 13.50 15.20 15.20 15.20 15.20 16.20 16.20 16.20 16.20 17.50 17.50 17.50 17.50 18.00 18.00 18.00 18.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.06 12.71 12.43 12.32 14.80 14.86 14.55 14.43 16.46 16.23 15.90 15.77 17.49 17.40 17.09 16.97 18.74 18.61 18.31 18.20 20.58 20.44 20.00 19.79 11.46 11.34 11.02 10.89 12.80 12.70 12.43 12.32 14.67 14.58 14.33 14.23 16.09 15.99 15.71 15.61 17.35 17.25 16.97 16.85 18.74 18.61 18.30 18.18 20.07 19.95 19.49 19.28 13.02 12.62 12.02 11.81 13.25 13.02 12.65 12.51 15.04 15.00 14.64 14.49 16.62 16.41 16.01 15.86 17.79 17.65 17.24 17.09 19.20 19.03 18.57 18.40 20.79 20.62 20.09 19.87 5.17 8.49 10.21 8.90 133.11 335.43 397.44 424.43 205.53 109.89 102.03 99.03 91.58 127.24 131.33 134.19 79.63 72.60 71.67 70.92 304.19 323.10 334.67 343.14 74.99 72.61 67.95 63.74 1.06 1.15 1.06 .92 3.43 4.49 3.82 3.48 3.96 3.00 2.34 2.07 3.19 3.35 2.70 2.41 .00 .00 .00 .00 5.44 5.17 4.03 3.55 3.65 3.35 2.52 2.28 1017.31 776.45 420.80 340.85 314.70 198.42 116.25 89.95 273.13 296.30 189.43 151.52 338.95 265.30 164.73 129.94 245.24 222.97 142.76 113.04 198.62 172.30 110.27 88.11 296.62 265.42 176.08 137.08 475. 305. 138. 104. 93. 48. 22. 15. 75. 84. 43. 31. 112. 78. 38. 27. 121. 104. 52. 37. 61. 49. 24. 16. 124. 104. 53. 39. 11-18-88 07:13:40 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIUS EG 10K*S VCH AREA .01 m 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 : .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 18.00 18.00 18.00 18.00 19.80 19.80 19.80 19.80 20.60 20.60 20.60 20.60 20.90 20.90 20.90 20.90 21.00 21.00 21.00 21.00 20.60 20.60 20.60 20.60 21.40 21.40 21.40 21.40 23.80 23.80 23.80 23.80 24.00 24.00 24.00 24.00 25.50 25.50 25.50 25.50 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 21.15 20.96 20.38 20.13 21.61 21.43 20.90 20.68 22.93 22.78 22.33 22.16 24.09 23.87 23.18 22.93 24.91 24.65 23.85 23.52 25.41 25.14 24.28 23.89 25.75 25.48 24.58 24.16 26.29 26.05 25.29 24.98 27.42 27.16 26.36 26.05 28.48 28.22 27.43 27.11 19.89 19.71 19.19 18.99 21.61 21.43 20.90 20.68 22.82 22.65 22.17 22.00 23.18 23.00 22.44 22.23 23.36 23.18 22.65 22.43 22.83 22.64 22.14 21.95 23.77 23.56 22.89 22.65 25.32 25.16 24.71 24.54 25.62 25.44 24.95 24.76 27.46 27.30 26.84 26.67 21.28 21.07 20.43 20.17 22.20 21.98 21.32 21.05 23.46 23.23 22.59 22.37 24.34 24.08 23.31 23.02 24.99 24.73 23.90 23.56 25.45 25.18 24.30 23.90 25.80 25.53 24.62 24.20 26.47 26.21 25.40 25.08 27.50 27.23 26.40 26.08 28.62 28.35 27.53 27.20 25.45 22.80 15.39 13.15 200.88 213.77 275 . 76 323.86 83.53 79.46 70.72 68.73 57.62 55.69 44.90 39.39 75.81 78.37 87.92 84.13 29.15 28.12 21.48 17.86 42.98 43.72 51.63 56.19 94.34 98.80 116.25 139.59 63.06 59.92 51.95 46.84 172.95 188.27 256.16 316.56 2.91 2.61 1.78 1.48 6.33 6.09 5.23 4.84 2.76 2.51 1.75 1.42 4.02 3.72 2.80 2.40 2.33 2.20 1.78 1.60 1.65 1.53 1.19 1.02 1.70 1.66 1.67 1.72 .69 .35 .00 .00 2.35 2.16 1.61 1.36 2.99 2.87 2.57 2.49 372.51 340.88 249.77 211.26 179.12 152.70 86.26 64.94 198.75 176.65 114.17 91.10 269.03 239.04 158.53 130.37 471.01 409.84 250.00 195.61 679.29 602.65 382.75 306.57 593.09 515.60 288.80 199.66 335.34 277.16 163.01 123.01 477.55 424.51 278.25 230.05 367.62 311.89 172.66 125.54 214. 186. 113. 86. 76. 60. 26. 17. 118. 99. 52. 37. 142. 119. 66. 49. 124. 100. 47. 34. 200. 167. 95. 74. 164. 134. 61. 41. 111. 89. 41. 26. 136. 114. 61. 45. 82. 64. 27. 17. 11-18-88 07:13:40 PAGE 25 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S VCH AREA .01 100.000 100.000 100.000 100.000 104.00 104.00 104.00 104.00 .00 .00 .00 .00 .00 .00 .00 .00 26.50 26.50 26.50 26.50 1081.00 890.00 444.00 313.00 30.08 29.87 29.20 28.93 29.02 28.84 28.28 28.03 30.19 29.97 29.27 28.99 119.38 118.68 111.89 103.50 2.80 2.66 2.20 1.95 404.74 354.23 215.02 170.09 98. 81. 41. 30. m m m m 11-18-88 07:13:40 PAGE 26 ENAME: MACCYNFL FINAL 1 SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH m 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000 4.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 6.000 6.000 6.000 6.000 7.000 7.000 7.000 7.000 8.000 8.000 8.000 8.000 9.000 9.000 9.000 9.000 10.000 10.000 10.000 10.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 13.00 12.60 12.00 11.80 13.06 12.71 12.43 12.32 14.80 14.86 14.55 14.43 16.46 16.23 15.90 15.77 17.49 17.40 17.09 16.97 18.74 18.61 18.31 18.20 20.58 20.44 20.00 19.79 21.15 20.96 20.38 20.13 21.61 21.43 20.90 20.68 .00 -.40 -.60 -.20 .00 -.35 -.29 -.10 .00 .06 -.30 -.13 .00 -.23 -.33 -.13 .00 -.08 -.31 .. -.12 ' .00 -.12 -.30 -.11 .00 -.14 -.45 -.21 .00 -.19 -.58 -.25 .00 -.18 -.54 -.21 .00 .00 .00 .00 .06 .11 .43 .52 1.74 2.14 2.13 2.10 1.67 1.38 1.35 1.34 1.02 1.17 1.20 1.20 1.25 1.21 1.22 1.23 1.85 1.83 1.68 1.58 .56 .52 .39 .35 .47 .47 .51 .55 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -.23 -.57 -.70 .00 -.08 -.39 -.52 .00 -.12 -.42 -.53 .00 -.14 -.59 -.80 .00 -.19 -.76 -1.01 .00 -.18 -.72 -.93 605.92 598.39 420.80 378.72 367.57 310.63 263.07 245.91 357.27 366.55 321.55 304.00 334.28 310.37 274.04 260.01 264.07 260.70 248.20 237.64 215.97 212.05 202.52 199.01 206.62 204.39 197.44 170.03 169.06 160.68 155.65 153.48 152.39 140.94 106.86 93.32 .00 .00 .00 .00 101.70 101.70 101.70 101.70 108.00 108.00 108.00 108.00 118.00 118.00 118.00 118.00 136.20 136.20 136.20 136.20 98.00 98.00 98.00 98.00 117.10 117.10 117.10 117.10 118.00 118.00 118.00 118.00 103.00 103.00 103.00 103.00 11-18-88 07:13:40 PAGE 27 SECNO CWSEL DIFUSP DIFWSX OIFKUS TOPWID XLCH m mm m mm urn m m mm m •M m mm tm mm m m ^ M Hi m m m p 20.000 20.000 20.000 20.000 30.000 30.000 30.000 30.000 40.000 40.000 40.000 40.000 50.000 50.000 50.000 50.000 60.000 60.000 60.000 60.000 70.000 70.000 70.000 70.000 80.000 80.000 80.000 80.000 90.000 90.000 90.000 90.000 100.000 100.000 100.000 100.000 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 1081.00 890.00 444.00 313.00 22.93 22.78 22.33 22.16 24.09 23.87 23.18 22.93 24.91 24.65 23.85 23.52 25.41 25.14 24.28 23.89 25.75 25.48 24.58 24.16 26.29 26.05 25.29 24.98 27.42 27.16 26.36 26.05 28.48 28.22 27.43 27.11 30.08 29.87 29.20 28.93 .00 -.15 -.45 -.17 .00 -.23 -.68 -.25 .00 -.26 -.80 -.33 .00 -.27 -.87 -.39 .00 -.27 -.90 -.42 .00 -.25 -.76 . -.31 ' .00 -.26 -.80 -.31 .00 -.26 -.80 -.32 .00 -.21 -.66 -.27 1.32 1.35 1.43 1.48 1.16 1.09 .86 .77 .82 .79 .67 .59 .50 .49 .42 .37 .34 .34 .30 .27 .54 .57 .71 .82 1.12 1.11 1.07 1.07 1.07 1.07 1.07 1.06 1.59 1.64 1.77 1.82 .00 -.15 -.60 -.77 .00 -.23 -.91 -1.16 .00 -.26 -1.06 -1.39 .00 -.27 -1.13 -1.52 .00 -.27 -1.17 -1.60 .00 -.25 -1.00 -1.31 .00 -.26 -1.06 -1.37 .00 -.26 -1.05 -1.38 .00 -.21 -.87 -1.15 155.06 149.36 131.93 124.88 138.74 128.44 111.14 104.41 245.74 227.71 173.42 153.53 303.73 280.02 224.28 147.60 301.43 277.79 224.77 200.13 253.70 218.05 131.97 125.52 212.84 201.11 164.47 150.45 227.52 203.36 153.43 136.98 254.55 236.57 180.27 157.87 98.00 98.00 98.00 98.00 106.60 106.60 106.60 106.60 96.30 96.30 96.30 96.30 102.10 102.10 102.10 102.10 97.80 97.80 97.80 97.80 101.00 101.00 101.00 101.00 106.00 106.00 106.00 106.00 113.00 113.00 113.00 113.00 104.00 104.00 104.00 104.00 PI M 11-18-88 07:13:40 PAGE 28 m m m SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= 3.000 PROFILE= 3 3.000 PROFILE= 3 3.000 PROFILE= 4 3.000 PROFILE= 4 CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= CAUTION SECNO= 7.000 PROFILE= 1 7.000 PROFILED 1 7.000 PROFILE= 2 7.000 PROFILE= 2 CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION SECNO= SECNO= SECNO= SECNO= SECNO= SECNO= SECNO= SECNO= 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 PROFILED 1 PROFILE= 1 PROFILE= 2 PROFILE= 2 PROFILE= 3 PROFILE= 3 PROFILE= 4 PROFILE= 4 CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY 11-18-88 07:14:41 PAGE THIS RUN EXECUTED 11-18-88 HEC2 RELEASE DATED NOV 76 UPDATED MAY ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION AUGUST 1985 1984 m m m m APPENDIX D FLUVIAL-12 Computer Output * * FLUVIAL-12 SIMULATION OF RIVER HYDRAULICS, * SEDIMENT TRANSPORT AND RIVER CHANNEL CHANGES * THIS PROGRAM IS DEVELOPED AND 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 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. T1 FLUVIAL ANALYSIS FOR MARCARIO CANYON 100-YEAR STORM J# 10490 T2 FROM 320 FEET D/S OF BRIDGE U/S TO CONFLUENCE EXISTING T3 G1 G2 G2 G2 G3 GS GS X1 GR GR GR GR GR GR XI GR GR GR GR GR GR X1 GR GR GR GR GR GR X1 GR GR GR GR X1 GR GR GR X1 GR GR GR GR X1 GR GR GR FILENAME: MACARI02.FLU 10/28/88 2.32 18.00 1100.00 1100.00 0.01 0.08 0.08 2.00 46.00 16.00 16.00 6.00 14.00 28.00 3.00 50.00 20.00 20.00 9.00 17.00 32.00 4.00 40.00 26.00 25.70 16.00 12.00 22.00 5.00 30.00 20.00 20.00 16.00 7.00 40.00 18.00 26.00 9.00 40.00 24.00 20.30 20.00 20.00 40.00 28.00 22.00 336.00 10.00 2.20 103.10 0.00 0.33 0.33 26.00 0.00 178.60 263.90 766.90 1016.20 1093.90 26.00 0.00 178.60 263.90 766.90 1016.20 1093.90 29.00 0.00 154.70 284.60 366.60 841.40 1048.40 19.00 0.00 110.80 216.30 701.20 13.00 0.00 304.70 524.20 18.00 0.00 293.30 388.70 580.30 20.00 0.00 359.40 570.40 500.00 0.00 1100.00 1100.00 1.00 0.11 0.11 303.70 38.00 16.00 12.00 8.00 16.00 303.70 42.00 20.00 15.00 11.00 20.00 382.00 30.00 26.00 26.00 14.00 14.00 24.00 207.50 22.00 20.30 18.00 18.00 243.90 30.00 17.50 30.00 399.80 38.00 22.00 20.00 30.00 587.70 34.00 26.00 22.00 2.00 0.00 6.30 175.20 0.00 0.40 0.40 918.60 28.30 200.60 290.20 890.80 1027.90 918.60 28.30 200.60 290.20 890.80 1027.90 906.50 47.00 177.30 296.20 382.00 906.50 1065.40 720.00 28.20 142.20 225.30 719.80 500.10 33.00 376.90 530.90 580.30 24.60 318.10 399.80 597.10 664.00 182.70 411.60 587.70 CONSTANT Q 0.20 0.00 1100.00 1100.00 0.00 0.25 0.25 0.00 36.00 16.00 8.00 8.80 18.00 200.00 40.00 20.00 11.00 12.80 22.00 ' 200.20 26.00 26.00 26.00 12.00 16.00 30.00 210.30 22.00 20.00 16.00 30.00 321.00 24.00 18.00 40.00 268.00 36.00 21.00 20.00 40.00 226.00 32.00 22.00 22.00 0.00 0.00 12.40 240.40 50.00 0.17 0.17 0.00 59.90 212.80 303.70 918.60 1034.10 200.00 59.90 212.80 303.70 918.60 1034.10 217.00 71.10 203.80 319.20 649.00 939.40 1131.10 218.00 50.60 176.60 416.00 743.40 211.90 68.10 497.20 554.60 207.90 64.90 338.20 428.00 619.10 194.00 205.30 464.20 599.40 0.04 0.00 1100.00 1100.00 0.00 0.42 0.42 0.00 34.00 16.00 8.00 10.00 20.00 200.00 38.00 20.00 11.00 13.00 24.00 201.70 26.00 26.00 22.00 12.00 18.00 40.00 218.00 20.00 20.00 15.20 40.00 235.00 24.00 20.00 235.00 30.00 20.60 18.00 200.00 30.00 20.60 22.00 24.50 0.00 24.50 290.40 0.00 0.08 0.08 0.00 86.50 228.60 428.00 953.30 1058.50 0.00 86.50 228.60 428.00 953.30 1058.50 0.00 117.90 218.20 333.40 712.50 980.90 1196.90 0.00 74.20 188.20 440.50 769.00 0.00 177.90 500.10 0.00 182.10 361.90 530.60 0.00 230.00 508.40 604.80 335.50 0.00 1100.00 1100.00 0.00 0.81 0.81 0.00 26.00 16.00 8.00 12.00 26.00 0.00 30.00 20.00 11.00 15.00 30.00 0.00 26.00 26.00 20.00 11.70 20.00 0.00 20.00 20.00 15.20 0.00 20.00 24.00 0.00 28.00 20.50 18.00 0.00 28.00 22.00 21.50 1000 0 49 336 0 0 0 0 139 244 470 989 1086 0 139 244 470 989 1086 0 .00 .00 .60 .00 .00 .02 .02 .00 .30 .30 .00 .10 .70 .00 .30 .30 .00 .10 .70 .00 136.20 272 354 799 1013 0 90 199 639 0 243 509 0 .20 .40 .30 .00 .00 .10 .10 .50 .00 .90 .00 .00 224.90 372 568 0 296 557 617 .50 .90 .00 .20 .50 .10 GR NC X1 GR GR GR GR X1 GR GR GR GR GR GR X1 GR GR GR GR GR XI GR GR GR GR EJ 22.00 0.07 40.00 50.00 26.00 26.00 24.00 60.00 60.00 28.00 24.00 24.00 25.70 40.00 80.00 60.00 28.00 24.00 32.00 58.00 100.00 60.00 32.00 30.00 46.00 0.00 630.10 0.04 20.00 0.00 314.60 387.50 604.90 28.00 0.00 248.10 433.20 500.70 653.60 820.20 22.00 0.00 176.00 456.80 636.00 815.80 20.00 0.00 215.30 583.90 830.60 0.00 24.00 0.10 422.70 40.00 26.00 24.00 26.00 492.80 50.00 26.00 24.00 22.00 26.00 50.00 319.00 50.00 27.80 26.00 34.00 60.00 468.00 50.00 30.00 32.00 48.00 0.00 664.00 0.00 604.90 62.70 325.40 422.70 709.20 653.60 37.70 298.20 441.90 514.10 712.80 858.40 476.80 30.50 245.30 467.10 660.70 825.00 583.90 41.00 336.50 647.20 843.70 0.00 26.00 0.00 365.50 32.00 28.00 22.00 30.00 204.40 40.00 24.00 24.00 21.40 30.00 60.00 262.00 40.00 26.00 28.00 40.00 249.00 40.00 28.00 34.00 50.00 0.00 670.30 0.00 210.70 126.30 336.10 535.10 746.00 203.10 104.20 310.50 463.10 548.50 749.70 881.40 240.00 78.80 319.00 476.80 684.30 221.00 147.40 468.00 696.70 870.00 0.00 30.00 0.00 206.30 30.00 29.80 21.00 40.00 200.00 32.00 23.80 24.00 22.00 32.00 207.00 36.00 24.00 28.00 50.00 217.00 38.00 26.50 36.00 52.00 0.00 693 0 0 217 357 560 811 0 150 359 480 572 779 0 103 382 525 731 0 164 537 719 885 0 .50 .00 .00 .80 .20 .40 .90 .00 .60 .00 .20 .80 .70 .00 .10 .50 .20 .00 .00 .90 .10 .70 .30 .00 40.00 0.00 0.00 28.00 28.00 22.00 50.00 0.00 30.00 24.00 24.00 24.00 36.00 0.00 30.00 24.00 30.00 56.00 0.00 36.00 28.00 40.00 60.00 0.00 741.40 0.00 0.00 281.20 373.10 597.70 858.10 0.00 190.60 419.70 492.80 582.40 810.30 0.00 123.50 432.90 575.90 762.30 0.00 185.40 546.80 758.20 998.00 0.00 TI INITIAL BED MATERIAL COMPOSITION SECTION SIZE FRACTION SIZE FRACTION SIZE FRACTION SIZE FRACTION SIZE FRACTION MM MM MM MM MM 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 170 170 170 170 170 170 170 170 170 170 170 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.080 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 THE YANG SEDIMENT FORMULA IS USED Ml 'am m m m ma m m m pi m TIME = SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 2.32 MRS W.S.ELEV. FT 8.06 10.49 13.24 16.20 19.15 20.67 22.76 24.60 25.11 25.92 29.11 DT = 100 SECS WIDTH FT 589.3 313.1 398.8 305.7 229.0 223.7 188.9 224.0 325.1 145.1 172.5 DEPTH FT 2.06 1.49 1.54 1.00 1.65 2.67 2.16 3.60 3.71 1.92 2.61 TIME STEP = Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.42 4.72 2.84 4.37 3.80 3.40 5.31 2.77 2.20 5.22 5.54 0 SLOPE 0.00599 0.02396 0.00610 0.01795 0.00765 0.00512 0.01805 0.00258 0.00198 0.01205 0.01840 D50 MM 0.10 0.12 0.10 0.11 0.10 0.10 0.12 0.10 0.10 0.10 0.11 QS/Q 1000 PPM 74.55 332.49 74.36 228.96 97.57 121.22 265.41 52.06 122.04 318.43 414.55 FR 0.49 0.97 0.51 0.85 0.60 0.50 0.89 0.37 0.31 0.76 0.91 SED. YIELO C. Y. 0.462E+02 0.206E+03 0.461E+02 0.142E+03 0.605E+02 0.751E+02 0.165E+03 0.323E+02 0.757E+02 0.197E+03 0.257E+03 TIME = 8.33 MRS DT = 35 SECS TIME STEP =1000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.71 11.41 14.29 15.99 17.93 19.51 21.57 23.58 26.31 29.04 WIDTH FT 405.5 253.7 116.3 168.5 122.7 116.8 67.1 48.3 80.9 70.7 166.3 DEPTH FT 1.93 1.96 2.96 3.13 3.57 3.56 4.76 5.90 3.68 3.84 2.54 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 6.38 4.17 5.02 5.01 6.89 7.72 7.35 6.06 5.90 SLOPE 0.00603 0.01465 0.01749 0.00693 0.00845 0.0078f 0.01096 0.01061 0.01732 0.00773 0.02169 050 MM 0.09 0.11 0.12 0.11 0.11 0.10 0.11 0.10 0.11 0.10 0.11 QS/Q 1000 PPM 110.17 280.77 361.87 165.20 243.47 326.10 414.71 457.86 509.06 402.00 548.23 FR 0.51 0.79 0.92 0.59 0.66 0.64 0.79 0.79 0.95 0.67 0.98 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 568E+05 141E+06 139E+06 137E+06 134E+06 129E+06 127E+06 125E+06 123E+06 126E+06 129E+06 TIME = 13.52 MRS DT = 25 SECS TIME STEP =2000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.66 11.98 13.76 15.66 18.17 19.30 21.98 23.97 25.83 29.17 WIDTH FT 405.5 242.0 145.4 139.7 109.3 143.3 63.2 51.6 109.1 65.4 177.2 DEPTH FT 1.93 1.82 3.83 2.59 3.09 3.81 4.34 6.29 4.12 3.51 2.67 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.00 4.19 6.09 6.51 3.75 8.02 6.78 5.39 7.02 5.28 SLOPE 0.00603 0.02057 0.00583 0.01909 0.01718 0.00395 0.01680 0.00752 0.00919 0.01138 0.01625 050 MM 0.09 0.11 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 161.46 431.87 252.60 452.44 427.24 299.84 443.48 233.59 260.70 307.05 334.95 FR 0.51 0.92 0.55 0.94 0.92 0.46 0.96 0.67 0.70 0.80 0.86 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 119E+06 306E+06 304E+06 303E+06 299E+06 295E+06 292E+06 289E+06 288E+06 289E+06 291E+06 m m TIME = 18.69 MRS OT = 36 SECS TIME STEP =3000 SECTION a. oo 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 12.03 14.26 16.38 17.84 19.20 22.10 24.17 25.62 29.03 WIDTH FT 405.5 247.3 112.1 162.2 133.1 158.6 62.0 52.2 137.5 62.9 165.6 DEPTH FT 1.93 1.82 3.75 2.76 3.66 3.36 4.30 6.02 4.85 3.29 2.53 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.88 5.24 4.91 4.52 3.86 8.25 7.00 4.27 7.71 5.95 SLOPE 0.00603 0.01952 0.00868 0.01136 0.00664 0.00497 0.01796 0.00844 0.00575 0.01476 0.02214 D50 MM 0.09 0.11 0.11 0.11 0.10 0.11 0.12 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 120.36 321.66 178.11 214.01 230.55 371.10 539.60 323.76 362.69 510.01 567.32 FR 0.51 0.90 0.67 0.74 0.59 0.51 0.99 0.71 0.55 0.90 0.99 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 186E+06 486E+06 484E+06 484E+06 480E+06 476E+06 471E+06 469E+06 467E+06 470E+06 472E+06 TIME = 24.12 HRS DT = 25 SECS TIME STEP =4000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.67 11.52 13.99 16.54 17.84 19.28 21.80 24.21 25.77 29.42 WIDTH FT 405.5 243.0 96.5 147.4 139.4 182.5 64.0 49.5 164.2 63.6 198.9 DEPTH FT 1.93 1.82 3.20 2.56 3.88 3.20 4.57 5.66 4.55 3.16 2.92 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.98 7.12 5.83 4.07 3.94 7.51 7.86 3.60 7.96 4.28 SLOPE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 00603 02045 01980 01777 00495 00641 01374 01157 00412 01662 00946 D50 MM 0.09 0.12 0.12 0.13 0.10 0.11 0.11 0.11 0.12 0.11 0.11 QS/Q FR 1000 PPM 147.04 416.65 380.74 294.07 135.19 235.77 334.76 303.54 226.40 354.43 128.61 0.51 0.92 0.99 0.91 0.51 0.56 0.88 0.82 0.47 0.95 0.66 SED. YIELD C. Y. 0.256E+06 0.674E+06 0.672E+06 0.672E+06 0.668E+06 0.664E+06 0.658E+06 0.655E+06 0.654E+06 0.658E+06 0.660E+06 TIME = 24.50 HRS DT = 23 SECS TIME STEP =4071 SECTION W.S.ELEV. FT 2.00 7.93 3.00 9.71 4.00 11.85 5.00 14.29 7.00 15.91 9.00 18.23 20.00 20.53 40.00 22.02 60.00 23.71 80.00 26.34 100.00 29.06 ID 10 Z 60.00 36.00 27.99 22.65 28.16 32.00 50.00 60.00 ID 9 Z 60.00 32.00 26.24 26.24 26.24 23.71 21.17 26.15 36.00 60.00 ID SECTION DZ 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 SECTION DZ 0.00 0.00 0.00 0.00 0.00 0.00 -0.05 0.00 0.00 0.00 8 SECTION Z 50.00 30.00 26.00 28.00 22.50 23.35 40.00 DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80 TDZ 0.00 0.00 0.19 -1.35 0.16 0.00 0.00 0.00 60 TDZ 0.00 0.00 0.24 2.24 2.24 -0.29 -0.83 0.15 0.00 0.00 40 TDZ 0.00 0.00 0.00 0.00 0.50 -0.65 0.00 WIDTH DEPTH FT FT 405.5 1.93 253.6 1.96 107.0 3.67 163.7 2.79 112.6 2.97 163.0 2.40 79.4 4.81 51.1 5.47 114.6 3.23 71.1 3.88 167.7 2.56 .00 TIME Y 0.0 103.1 245.3 432.9 476.8 636.0 731.0 825.0 .00 TIME Y 0.0 150.6 297.9 419.7 463.1 499.3 554.3 713.2 810.3 881.4 .00 TIME Y 0.0 217.8 325.4 373.1 537.0 606.1 811.9 = 24. Z 50.00 30.00 27.69 22.65 28.16 34.00 56.00 = 24. Z 50.00 30.00 26.24 26.24 23.74 23.72 23.74 30.00 40.00 = 24. Z 40.00 28.00 28.00 26.00 16.67 26.00 50.00 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 5.60 4.81 6.57 5.60 5.76 7.88 6.62 5.96 5.82 .50 HRS WS DZ 0.00 0.00 0.00 0.19 0.00 0.00 0.00 50 HRS DZ. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 HRS DZ 0.00 0.00 0.00 0.00 0.12 0.00 0.00 TDZ 0.00 0.00 1.69 -1.35 0.16 0.00 0.00 US TDZ 0.00 0.00 2.24 2.24 -0.26 1.72 -0.26 0.00 0.00 WS TDZ 0.00 0.00 0.00 0.00 -4.33 0.00 0.00 SLOPE 0.00603 0.01464 0.01020 0.01077 0.01850 0.01782 0.00752 0.01212 0.01938 0.00736 0.02089 = 26.34 Y 30.5 123.5 319.0 456.8 525.2 660.7 762.3 = 23.71 Y 37.7 190.6 310.1 433.2 469.1 509.2 624.8 749.7 820.2 = 22.02 Y 62.7 281.2 336.1 387.5 561.4 709.2 858.1 D50 QS/Q FR MM 1000 PPM 0.09 120.65 0.51 0.10 282.45 0.79 0.10 302.18 0.73 0.10 365.41 0.72 0.10 512.91 0.95 0.10 458.20 0.90 0.10 406.88 0.65 0.10 488.69 0.84 0.12 535.25 0.97 0.10 374.73 0.65 0.11 514.25 0.97 WIDTH = Z 40.00 28.17 27.42 27.58 30.00 40.00 58.00 WIDTH = Z 40.00 28.00 26.24 26.24 23.73 19.99 26.15 32.00 50.00 WIDTH = Z 32.00 26.00 29.80 23.30 23.33 30.00 71 DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114 DZ 0.00 0.00 0.00 0.00 0.00 -0.48 0.00 0.00 0.00 51 DZ 0.00 0.00 0.00 0.00 0.00 0.00 .1 TDZ 0.00 0.17 3.42 1.58 0.00 0.00 0.00 .6 TDZ 0.00 0.00 2.44 2.24 -0.27 -1.41 0.45 0.00 0.00 .1 TDZ 0.00 0.00 0.00 -0.70 1.33 0.00 SED. YIELD C. Y. 0.260E+06 0.685E+06 0.684E+06 0.683E+06 0.680E+06 0.676E+06 0.671E+06 0.669E+06 0.667E+06 0.672E+06 0.674E+06 Y 78.8 176.0 382.5 467.1 575.9 684.3 815.8 Y 104.2 248.1 359.0 441.9 484.6 548.5 653.8 779.7 858.4 Y 126.3 314.6 357.2 421.4 596.9 746.0 ID 7 Z 40.00 30.00 26.00 21.69 21.69 22.11 30.00 ID 6 Z 40.00 30.00 22.00 20.89 20.75 18.37 ID 5 Z 40.00 24.00 12.90 24.00 40.00 ID 4 Z 30.00 20.00 20.30 20.00 15.88 15.91 40.00 ID SECTION DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SECTION DZ 0.00 0.00 0.00 0.00 0.00 0.00 SECTION DZ 0.00 0.00 -0.04 0.00 0.00 SECTION DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 SECTION Z 40.00 26.00 26.00 26.00 26.00 DZ 0.00 0.00 0.00 0.00 0.00 20 TDZ 0.00 0.00 0.00 -0.31 -0.31 0.11 0.00 9 TDZ 0.00 0.00 0.00 0.39 0.75 -1.63 7 TDZ 0.00 0.00 -4.60 0.00 0.00 5 TDZ 0.00 0.00 0.00 0.00 -0.12 -0.09 0.00 4 TDZ 0.00 0.00 0.00 0.00 0.00 .00 Y 0 230 411 557 599 630 693 .00 Y 0 182 318 372 428 596 .00 Y 0 177 377 509 554 .00 Y 0 74 142 199 415 701 769 .00 Y 0 117 177 272 319 TIME .0 .0 .6 .5 .4 .8 .5 TIME .0 .1 .1 .6 .0 .9 TIME .0 .9 .0 .0 .6 TIME .0 .2 .2 .1 .9 .3 .0 TIME .0 .9 .3 .2 .2 = 24. Z 34.00 28.00 21.08 21.69 21.70 24.00 40.00 = 24. Z 38.00 28.00 20.90 20.88 15.67 18.54 = 24. Z 30.00 20.00 18.05 26.00 = 24. Z 22.00 20.00 20.00 20.00 11.59 18.00 = 24. Z 30.00 26.00 26.00 25.70 22.00 50 MRS WS DZ TDZ 0.00 0.00 0.00 0.00 0.00 -0.92 0.00 -0.31 0.00 -0.30 0.00 0.00 0.00 0.00 50 MRS US DZ TDZ 0.00 0.00 0.00 0.00 0.00 -0.10 0.00 0.58 -0.15 -2.33 0.00-11.46 50 HRS WS DZ TDZ 0.00 0.00 0.00 0.00 0.00 0.05 O.OD 0.00 50 HRS WS DZ TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 -3.61 0.00 0.00 50 HRS WS DZ TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 = 20.53 Y 182.7 296.2 464.0 570.4 604.8 664.0 741.4 = 18.23 Y 24.6 224.9 337.9 388.7 439.0 617.4 = 15.91 Y 33.0 243.9 497.6 524.2 = 14.29 Y 28.2 90.1 176.6 216.3 441.9 719.8 = 11.85 Y 47.0 136.2 203.8 284.6 333.4 WIDTH = Z 32.00 28.00 15.86 21.76 21.89 26.00 WIDTH = Z 36.00 24.00 20.89 20.77 18.34 40.00 WIDTH = Z 24.00 18.00 19.62 30.00 WIDTH = Z 22.00 20.00 20.00 18.00 15.21 30.00 WIDTH = Z 26.00 26.00 26.00 26.00 20.00 79 DZ 0.00 0.00 0.14 0.00 0.00 0.00 163 DZ 0.00 0.00 0.00 0.00 0.11 0.00 112 DZ 0.00 0.00 0.00 0.00 163 DZ 0.00 0.00 0.00 0.00 0.00 0.00 107 DZ 0.00 0.00 0.00 0.00 0.00 .4 TDZ 0.00 0.00 -4.74 -0.24 0.39 0.00 .0 TDZ 0.00 0.00 0.29 0.77 0.34 0.00 .6 TDZ 0.00 0.00 -0.38 0.00 .7 TDZ 0.00 0.00 0.00 0.00 0.01 0.00 .0 TDZ 0.00 0.00 0.00 0.00 0.00 Y 205.3 359.4 508.9 587.7 616.8 670.3 Y 64.9 293.3 361.9 399.8 596.6 619.1 Y 68.1 304.5 500.1 530.9 Y 50.6 110.8 188.2 225.3 638.0 743.4 Y 71.1 154.7 218.2 296.2 354.4 16.00 0.00 0.00 366.6 U.OO 0.00 0.00 382.0 12.77 0.00 0.77 649.4 12.49 14.00 20.00 30.00 ID 0.00 0.00 0.00 0.00 2 SECTION Z 50.00 38.00 20.00 20.00 11.00 7.76 13.00 20.00 30.00 DZ 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.49 0.00 0.00 0.00 3 TDZ 0.00 0.00 0.00 0.00 0.00 -1.24 0.00 0.00 0.00 715.3 906.5 1013.0 1131.1 .00 TIME Y 0.0 86.5 200.6 244.3 303.7 766.9 953.3 1027.9 1086.7 8.25 16.00 22.00 40.00 = 24 Z 42.00 30.00 20.00 20.00 11.00 11.00 15.00 22.00 32.00 0.08 0.00 0.00 0.00 .50 HRS DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -3.45 0.00 0.00 0.00 us TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 830.8 939.4 1048.4 1196.9 = 9.71 Y 28.3 139.3 212.8 263.9 428.0 890.8 989.1 1034.1 1093.9 12.51 18.00 24.00 WIDTH = Z 40.00 20.00 20.00 15.00 11.00 12.80 17.00 24.00 0.00 0.00 0.00 253. DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.51 0.00 0.00 6 TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 841.0 980.9 1065.4 Y 59.9 178.6 228.6 290.2 470.0 918.6 1016.2 1058.5 m TIME = 29.62 HRS DT = 18 SECS TIME STEP =5000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.53 14.02 15.84 18.23 20.76 22.07 23.93 26.43 29.12 WIDTH FT 405.5 254.0 97.4 147.1 110.9 149.5 82.7 50.0 123.7 72.2 173.3 DEPTH FT 1.93 1.95 3.29 2.47 2.96 2.42 4.81 5.56 3.15 3.98 2.62 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.88 6.07 6.70 6.07 5.53 7.91 6.41 5.74 5.49 SLOPE 0.00603 0.01471 0.01783 0.02020 0.01928 0.02075 0.00693 0.01200 0.01926 0.00664 0.01799 D50 MM 0.09 0.10 0.10 0.10 0.11 0.12 0.11 0.11 0.13 0.11 0.11 QS/Q 1000 PPM 152.22 401.21 524.62 534.30 532.61 542.04 340.19 415.69 451.76 288.36 398.89 FR 0.51 0.79 0.95 0.96 0.97 0.97 0.63 0.84 0.96 0.62 0.90 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 317E+06 832E+06 830E+06 830E+06 826E+06 823E+06 817E+06 815E+06 814E+06 818E+06 821E+06 m TIME = 35.01 HRS DT = 26 SECS TIME STEP =6000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 11.55 14.04 16.68 18.22 20.65 22.23 23.84 26.37 29.07 WIDTH FT 405.5 240.0 97.8 147.8 143.7 151.3 80.9 50.4 123.3 71.7 168.9 DEPTH FT 1.93 1.82 3.30 2.47 3.95 2.49 4.72 5.63 3.39 4.01 2.57 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.05 6.82 6.03 3.88 5.85 5.76 7.75 6.46 5.74 5.75 SLOPE 0.00603 0.02098 0.01746 0.01995 0.00441 0.01860 0.00771 0.01131 0.01972 0.00657 0.02025 D50 MM 0.09 0.10 0.11 0.13 0.11 0.11 0.11 0.10 0.13 0.11 0.11 QS/Q 1000 PPM 145.74 407.23 415.21 418.88 209.56 415.58 368.68 444.10 497.93 345.21 487.92 FR 0.51 0.93 0.94 0.96 0.49 0.92 0.66 0.81 0.97 0.62 0.95 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 378E+06 990E+06 988E+06 988E+06 984E+06 981E+06 974E+06 972E+06 971E+06 975E+06 978E+06 TIME = 40.17 MRS DT = 18 SECS TIME STEP =7000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.86 14.29 16.46 18.51 20.37 22.49 23.83 26.46 29.09 WIDTH FT 405.5 254.4 107.4 163.3 134.0 177.9 75.5 50.2 127.6 72.4 170.6 DEPTH FT 1.93 1.95 3.70 2.76 3.55 2.77 4.24 6.08 3.19 3.94 2.59 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.54 4.89 4.62 4.47 6.87 7.22 6.47 5.80 5.64 SLOPE 0.00603 0.01481 0.00988 0.01130 0.00719 0.00942 0.01266 0.00891 0.02075 0.00688 0.01932 D50 MM 0.09 0.11 0.11 0.10 0.10 0.11 0.10 0.11 0.14 0.11 0.11 QS/Q 1000 PPM 105.05 236.17 200.32 214.68 199.55 300.11 396.33 416.09 501.16 323.44 450.51 FR 0.51 0.79 0.72 0.73 0.61 0.67 0.83 0.73 0.99 0.63 0.93 SED. YIELD 0 0 0 0 0 0 0 0 0 0 0 C. Y. .438E+06 .115E+07 .114E+07 .114E+07 .114E+07 .114E+07 .113E+07 .113E+07 .113E+07 .113E+07 .113E+07 TIME = 45.19 MRS DT = 26 SECS TIME STEP =8000 m m pi m m m m tu m m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 11.55 13.87 15.77 18.63 20.17 22.71 24.72 25.82 29.34 WIDTH FT 405.5 240.4 98.0 141.4 111.2 207.0 71.9 51.2 241.2 64.5 191.5 DEPTH FT 1.93 1.82 3.30 2.48 3.06 3.12 4.04 6.22 4.88 3.27 2.84 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 6.81 6.29 6.46 3.67 7.58 6.91 3.01 7.61 4.59 SLOPE 0.00603 0.02093 0.01740 0.02158 0.01718 0.00599 0.01643 0.00791 0.00378 0.01457 0.01132 050 MM 0.09 0.11 0.12 0.12 0.13 0.11 0.11 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 160.38 449.61 455.99 431.73 367.80 235.79 365.31 190.34 192.05 314.80 177.61 FR 0.51 0.93 0.93 1.00 0.92 0.54 0.94 0.69 0.43 0.90 0.72 SED. YIELD C. Y. 0.496E+06 0.130E+07 0.130E+07 0.130E+07 0.129E+07 0.129E+07 0.128E+07 0.128E+07 0.128E+07 0.128E+07 0.128E+07 m TIME = 50.49 HRS DT = 19 SECS TIME STEP =9000 SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 12.00 14.15 16.36 18.35 20.20 22.24 24.63 25.81 29.27 WIDTH FT 405.5 239.8 111.6 157.3 132.9 178.9 73.8 47.8 254.1 64.6 186.2 DEPTH FT 1.93 1.82 3.88 2.75 3.69 2.70 4.43 6.03 4.86 3.35 2.77 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.08 5.09 4.49 4.56 6.73 7.63 3.08 7.42 4.82 SLOPE 0.00603 0.02088 0.00779 0.01232 0.00648 0.01009 0.01145 0.01010 0.00440 0.01346 0.01288 D50 MM 0.09 0.13 0.11 0.12 0.11 0.11 0.11 0.11 0.11 0.12 0.11 QS/Q 1000 PPM 106.81 304.16 160.88 205.50 141.08 211.52 249.27 245.99 177.39 286.08 223.46 FR 0.51 0.93 0.64 0.77 0.58 0.69 0.80 0.77 0.46 0.86 0.77 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 556E+06 145E+07 145E+07 145E+07 145E+07 144E+07 144E+07 144E+07 143E+07 143E+07 144E+07 Ml •M pi m pi M m ug PI M m m m TIME = SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 55.83 MRS W.S.ELEV. FT 7.93 9.71 11.54 13.96 15.76 18.69 19.82 22.16 24.58 26.00 29.43 DT = WIDTH FT 405.5 253.7 97.5 146.6 109.8 216.6 68.9 47.4 259.5 65.7 199.3 27 SECS DEPTH FT 1.93 1.96 3.29 2.57 2.99 3.06 4.38 6.13 5.46 3.19 2.93 TIME STEP =**** Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 6.86 5.83 6.69 3.27 7.29 7.57 3.24 7.70 4.27 SLOPE 0.00603 0.01466 0.01777 0.01764 0.01898 0.00431 0.01370 0.00974 0.00533 0.01547 0.00935 050 MM 0.09 0.11 0.11 0.11 0.12 0.10 0.11 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 132.14 343.85 444.65 438.21 428.67 198.67 310.86 256.36 196.18 315.58 126.10 FR 0.51 0.79 0.94 0.91 0.96 0.46 0.87 0.76 0.50 0.92 0.66 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 617E+06 161E+07 161E+07 161E+07 161E+07 160E+07 159E+07 159E+07 159E+07 159E+07 159E+07 TIME = 61.22 MRS DT = 19 SECS TIME STEP =**** H SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.55 13.99 15.80 19.03 20.42 22.46 24.73 26.08 29.34 WIDTH FT 405.5 254.6 97.7 145.5 110.0 222.7 76.4 49.4 265.0 66.9 191.7 DEPTH FT 1.93 1.94 3.28 2.46 2.96 2.66 4.28 6.14 5.22 3.33 2.84 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.86 6.13 6.75 3.62 6.73 7.25 3.24 7.28 4.58 SLOPE 0.00603 0.01484 0.01778 0.02066 0.01961 0.00631 0.01203 0.00889 0.00549 0.01317 0.01125 050 MM 0.09 0.10 0.11 0.14 0.13 0.10 0.11 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 135.06 360.19 467.28 470.78 404.42 169.59 247.60 204.27 167.97 264.46 175.84 FR 0.51 0.79 0.94 0.97 0.98 0.55 0.81 0.73 0.50 0.85 0.72 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 677E+06 177E+07 176E+07 176E+07 176E+07 176E+07 175E+07 175E+07 175E+07 174E+07 175E+07 TIME = 67.11 MRS DT = 27 SECS TIME STEP =**** m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 11.55 14.06 16.70 18.15 20.51 22.13 24.05 26.83 29.34 WIDTH FT 405.5 239.8 98.0 148.3 144.2 171.4 79.0 46.7 118.6 75.7 191.9 DEPTH FT 1.93 1.82 3.30 2.46 3.92 2.31 4.78 5.70 3.46 3.57 2.84 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 6.80 6.02 3.89 5.56 5.83 8.26 6.49 6.18 4.57 SLOPE 0.00603 0.02089 0.01736 0.01993 0.00448 0.01846 0.00777 0.01272 0.01906 0.00900 0.01120 D50 MM 0.09 0.10 0.11 0.12 0.11 0.11 0.11 0.11 0.11 0.10 0.11 QS/Q 1000 PPM 163.90 455.00 466.79 462.08 221.48 437.36 374.98 444.69 387.01 180.29 174.44 FR 0.51 0.93 0.93 0.96 0.49 0.91 0.66 0.86 0.96 0.71 0.72 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 744E+06 194E+07 194E+07 194E+07 194E+07 193E+07 192E+07 192E+07 192E+07 192E+07 192E+07 m TIME = 72.82 HRS DT = 39 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 12.01 14.19 16.47 18.37 20.26 22.36 23.93 26.82 29.37 WIDTH FT 405.5 240.6 111.8 158.1 135.2 191.3 73.9 48.7 108.3 75.4 193.9 DEPTH FT 1.93 1.82 3.88 2.70 3.66 2.64 4.23 6.04 3.96 3.53 2.87 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.08 5.16 4.45 4.35 7.04 7.49 6.73 6.27 4.49 SLOPE 0.00603 0.02089 0.00780 0.01298 0.00641 0.00945 0.01332 0.00969 0.01915 0.00939 0.01067 D50 MM 0.09 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.14 0.12 0.11 QS/Q 1000 PPM 132.60 355.77 175.46 236.26 151.05 240.93 318.48 288.81 323.74 169.66 159.79 FR 0.51 0.93 0.64 0.78 0.58 0.67 0.85 0.76 0.97 0.73 0.70 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 809E+06 211E+07 211E+07 211E+07 211E+07 210E+07 209E+07 209E+07 209E+07 209E+07 209E+07 p m TIME = 78.66 HRS OT = 27 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 11.56 13.89 15.78 18.72 20.04 22.58 23.78 26.86 29.45 WIDTH FT 405.5 240.7 98.2 142.3 109.6 236.1 70.5 50.4 101.9 75.7 200.6 DEPTH FT 1.93 1.82 3.30 2.48 2.96 3.13 4.11 6.22 3.35 3.42 2.95 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.03 6.79 6.25 6.78 3.27 7.59 7.02 6.95 6.46 4.21 SLOPE 0.00603 0.02086 0.01731 0.02130 0.01982 0.00485 0.01610 0.00819 0.01948 0.01041 0.00906 D50 MM 0.09 0.11 0.12 0.14 0.13 0.12 0.12 0.12 0.14 0.11 0.11 QS/Q 1000 PPM 148.16 418.82 421.07 442.20 442.67 223.36 364.79 259.69 310.88 176.19 119.08 FR 0.51 0.93 0.93 0.99 0.98 0.48 0.93 0.70 0.98 0.76 0.65 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 875E+06 228E+07 228E+07 228E+07 228E+07 227E+07 226E-I-07 226E+07 226E+07 226E+07 226E+07 TIME = 84.25 MRS DT = 19 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 11.57 13.95 15.78 18.73 20.14 22.84 24.91 26.73 29.06 WIDTH FT 405.5 239.9 98.4 144.2 109.7 240.4 71.4 51.8 96.3 73.7 168.2 DEPTH FT 1.93 1.82 3.30 2.47 2.96 3.17 4.00 6.01 4.17 3.35 2.56 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.05 6.78 6.17 6.78 3.30 7.71 7.07 5.48 6.73 5.79 SLOPE D50 QS/Q FR MM 1000 PPM 0.00603 0.02098 0.01723 0.02082 0.01974 0.00511 0.01725 0.00864 0.00825 0.01152 0.02063 0 0 0 0 0 0 0 0 0 0 0 .09 163 .11 456 .11 481 .12 514 .13 507 .12 281 .12 456 .10 300 .11 328 .11 412 .11 503 .42 .35 .99 .47 .69 .74 .07 .56 .60 .12 .70 0.51 0.93 0.93 0.98 0.98 0.49 0.96 0.72 0.67 0.80 0.96 SED. YIELD C. Y. 0.939E+06 0.245E+07 0.245E+07 0.245E+07 0.244E+07 0.244E+07 0.243E+07 0.243E+07 0.243E+07 0.243E+07 0.243E+07 m m TIME = 89.63 HRS DT = 28 SECS TIME STEP =**** « m m* m m u p HI pi m PR m (•» tan SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.64 11.50 13.91 15.74 18.06 20.49 22.20 24.29 26.47 29.11 WIDTH FT 405.5 240.4 96.1 142.6 110.4 170.9 78.8 46.6 81.7 69.4 172.0 DEPTH FT 1.93 1.82 3.20 2.45 3.06 2.29 4.74 5.60 3.68 3.03 2.61 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 7.15 6.29 6.51 5.62 5.89 8.43 7.32 7.78 5.56 SLOPE 0.00603 0.02092 0.01995 0.02182 0.01743 0.01907 0.00803 0.01356 0.01737 0.01718 0.01863 D50 MM 0.09 0.11 0.12 0.14 0.11 0.11 0.11 0.11 0.12 0.11 0.11 QS/Q 1000 PPM 158.18 452.83 480.51 471.17 415.40 440.91 392.27 468.84 485.96 470.16 423.64 FR 0.51 0.93 1.00 1.00 0.93 0.92 0.67 0.89 0.95 0.96 0.91 SED. YIELD C. Y. 0.100E+07 0.262E+07 0.262E+07 0.262E+07 0.262E+07 0.261E+07 0.260E+07 0.260E+07 0.260E+07 0.260E+07 0.260E+07 m m TIME = 94.96 HRS DT = 20 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 11.51 14.11 15.96 18.86 20.35 22.05 24.26 27.15 29.30 WIDTH FT 405.5 239.8 96.3 150.1 113.5 249.3 73.7 45.1 81.3 79.4 188.4 DEPTH FT 1.93 1.82 3.20 2.44 2.95 3.02 3.82 5.31 3.58 3.83 2.80 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.05 7.14 6.01 6.56 3.07 7.81 9.18 7.57 5.57 4.72 SLOPE 0.00603 0.02093 0.01990 0.02006 0.01857 0.00421 0.01877 0.01721 0.01928 0.00676 0.01220 D50 MM 0.09 0.11 0.11 0.10 0.11 0.11 0.11 0.11 0.13 0.11 0.11 QS/Q 1000 PPM 185.75 517.69 485.30 447.64 439.78 232.31 405.10 404.37 397.85 161.60 203.01 FR 0.51 0.93 0.99 0.96 0.95 0.45 1.00 0.99 1.00 0.62 0.75 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 107E+07 279E+07 279E+07 279E+07 279E+07 278E+07 277E+07 277E+07 277E+07 277E+07 278E+07 p m m m m m TIME = 100.29 MRS DT = 14 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.87 14.31 16.43 18.78 21.07 22.17 24.45 27.57 29.04 WIDTH FT 405.5 254.3 107.4 164.9 132.8 173.1 106.9 50.2 96.5 109.6 166.2 DEPTH FT 1.93 1.95 3.65 2.80 3.53 2.17 3.50 4.78 3.28 3.88 2.54 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.62 4.77 4.69 5.84 4.61 9.17 6.95 5.16 5.91 SLOPE 0.00603 0.01478 0.01035 0.01056 0.00748 0.02214 0.00531 0.01956 0.01832 0.00801 0.02180 D50 MM 0.09 0.11 0.10 0.10 0.10 0.11 0.10 0.12 0.11 0.10 0.11 QS/Q 1000 PPM 103.38 240.16 231.12 249.91 306.14 529.74 451.77 600.57 544.78 365.13 552.61 FR 0.51 0.79 0.73 0.71 0.62 0.99 0.54 1.05 0.96 0.65 0.98 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 113E+07 296E+07 296E+07 296E+07 295E+07 295E+07 294E+07 294E+07 294E+07 294E+07 294E+07 m m TIME = 104.78 HRS DT = 10 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.86 14.33 16.45 18.97 20.96 22.09 24.51 26.41 29.10 WIDTH FT 405.5 254.2 107.3 165.2 133.8 187.8 135.1 53.7 88.7 68.2 171.3 DEPTH FT 1.93 1.95 3.65 2.77 3.56 2.31 3.42 5.81 3.37 3.00 2.60 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.61 4.81 4.61 5.07 4.22 7.34 7.36 7.96 5.61 SLOPE 0.00603 0.01476 0.01031 0.01090 0.00716 0.01537 0.00540 0.01025 0.01986 0.01814 0.01900 D50 MM 0.09 0.12 0.11 0.10 0.10 0.10 0.11 0.11 0.11 0.12 0.11 QS/Q 1000 PPM 97.39 220.00 199.31 205.08 206.36 328.60 341.58 463.46 538.09 488.70 438.10 FR 0.51 0.79 0.73 0.72 0.61 0.83 0.54 0.77 1.00 0.99 0.92 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 118E+07 309E+07 309E+07 309E+07 309E+07 309E+07 307E+07 307E+07 307E+07 307E+07 308E+07 TIME = 109.98 HRS OT = 29 SECS TIME STEP =**** m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.66 11.51 13.96 15.69 18.81 20.18 22.21 24.28 27.12 29.44 WIDTH FT 405.5 242.4 96.3 144.1 107.8 181.5 120.0 148.1 87.9 78.6 200.5 DEPTH FT 1.93 1.82 3.20 2.45 2.96 3.27 3.26 4.36 3.53 3.53 2.94 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.99 7.14 6.23 6.89 3.71 5.63 5.86 7.09 6.08 4.22 SLOPE 0.00603 0.02051 0.01988 0.02147 0.02044 0.00518 0.01202 0.01827 0.01735 0.00895 0.00909 D50 MM 0.09 0.11 0.12 0.13 0.15 0.11 0.11 0.14 0.12 0.11 0.11 QS/Q 1000 PPM 152.91 436.01 467.52 449.24 423.43 205.75 345.04 428.83 319.86 150.51 119.64 FR 0.51 0.92 0.99 0.99 1.00 0.51 0.78 0.92 0.94 0.71 0.65 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 124E+07 325E+07 325E+07 325E+07 325E+07 324E+07 323E+07 323E+07 323E+07 323E+07 323E+07 TIME = 115.44 HRS DT = 20 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.64 12.05 14.23 16.46 18.15 19.98 21.48 23.97 25.84 29.31 WIDTH FT 405.5 240.5 112.9 160.2 134.7 143.5 112.6 166.9 88.3 64.3 189.5 DEPTH FT 1.93 1.82 3.83 2.72 3.63 2.52 3.03 3.33 4.44 3.31 2.81 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.09 5.05 4.50 6.08 6.45 5.66 5.61 7.53 4.68 SLOPE 0.00603 0.02092 0.00797 0.01231 0.00665 0.01968 0.01737 0.01899 0.00802 0.01400 0.01188 D50 MM 0.09 '0.12 0.11 0.11 0.11 0.12 0.13 0.13 0.11 0.11 0.11 QS/Q 1000 PPM 128.00 359.02 183.52 243.09 258.60 449.58 436.89 379.56 253.13 308.50 193.71 FR 0.51 0.93 0.65 0.76 0.59 0.95 0.92 0.92 0.66 0.88 0.74 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 131E+07 342E+07 342E+07 342E+07 341E+07 341E+07 340E+07 339E+07 339E+07 339E+07 339E+07 m TIME = 120.82 MRS DT = 29 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.58 15.01 16.88 18.96 20.60 21.70 24.14 25.72 29.03 WIDTH FT 405.5 253.9 97.8 201.7 143.3 186.2 155.0 231.2 92.0 63.2 165.4 DEPTH FT 1.93 1.95 3.19 2.65 3.33 2.70 3.05 3.62 4.68 3.28 2.53 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 7.06 4.12 4.62 4.38 4.36 5.26 5.12 7.70 5.96 SLOPE 0.00603 0.01470 0.01955 0.00844 0.00784 0.00930 0.00719 0.02301 0.00625 0.01476 0.02224 D50 MM 0.09 0.11 0.12 0.12 0.11 0.11 0.10 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 114.04 301.90 393.77 125.69 162.74 218.06 304.65 563.24 398.17 521.84 571.78 FR 0.51 0.79 0.99 0.63 0.63 0.66 0.60 0.98 0.59 0.90 0.99 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 137E+07 357E+07 357E+07 357E+07 357E+07 357E+07 355E+07 355E+07 355E+07 355E+07 355E+07 TIME = 126.21 HRS DT = 21 SECS TIME STEP =**** ** pi M pi M PI M m m m SECTION 2.00 3.00 4.00 5.00 7.00 . 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.87 14.73 16.35 18.55 20.17 21.76 24.05 25.72 29.02 WIDTH FT 405.5 254.5 107.5 180.6 121.9 158.3 138.3 249.7 90.5 63.1 165.2 DEPTH FT 1.93 1.95 3.65 2.38 2.87 2.31 2.59 3.66 4.64 3.26 2.52 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.60 5.11 6.29 6.02 6.15 4.92 5.24 7.74 5.98 SLOPE 0.00603 0.01482 0.01030 0.01496 0.01774 0.02175 0.01943 0.02043 0.00663 0.01501 0.02240 D50 MM 0.09 0.11 0.11 0.11 0.11 0.12 0.10 0.10 0.10 0.10 0.11 QS/Q 1000 PPM 110.02 265.00 287.17 370.13 490.50 540.18 501.20 470.50 410.03 531.80 578.53 FR 0.51 0.79 0.73 0.82 0.93 0.99 0.95 0.92 0.61 0.91 1.00 SED. YIELD C. Y. 0.143E+07 0.373E+07 0.373E+07 0.373E+07 0.373E+07 0.372E+07 0.371E+07 0.371E+07 0.370E+07 0.370E+07 0.371E+07 m m TIME = 131.79 MRS DT = iO SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.71 11.86 14.61 16.38 18.64 20.19 22.47 23.54 26.28 29.05 WIDTH FT 405.5 253.8 108.1 171.8 121.9 164.2 135.9 286.8 78.1 70.2 167.3 DEPTH FT 1.93 1.95 3.85 2.30 2.83 2.29 2.60 4.97 3.77 3.91 2.55 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 5.28 5.58 6.38 5.84 6.22 2.65 7.47 5.98 5.84 SLOPE 0.00603 0.01468 0.00850 0.01877 0.01859 0.02061 0.01976 0.00311 0.01770 0.00733 0.02112 D50 MM 0.09 0.12 0.11 0.10 0.10 0.10 0.12 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 111.49 279.39 317.90 468.04 497.86 502.34 494.75 304.82 538.40 380.71 523.86 FR 0.51 0.79 0.67 0.92 0.95 0.96 0.96 0.39 0.96 0.65 0.97 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 149E+07 390E+07 389E+07 389E+07 389E+07 389E+07 388E+07 387E+07 387E+07 387E+07 387E+07 TIME = 137.23 HRS DT = 21 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.73 11.93 14.68 16.37 19.26 20.64 22.30 23.64 26.14 29.16 WIDTH FT 405.5 254.8 109.5 176.2 121.7 253.6 157.9 304.8 80.7 68.1 177.0 DEPTH FT 1.93 1.94 3.79 2.29 2.84 3.03 3.01 4.67 3.95 3.66 2.66 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.30 5.44 6.37 3.41 4.64 3.00 6.90 6.53 5.29 SLOPE 0.00603 0.01487 0.00879 0.01789 0.01847 0.00610 0.00907 0.00511 0.01419 0.00943 0.01634 D50 MM 0.09 0.10 0.11 0.13 0.12 0.11 0.10 0.10 0.11 0.10 0.11 QS/Q 1000 PPM 112.91 272.10 279.84 402.00 342.26 106.98 174.55 207.78 351.70 289.40 338.10 FR 0.51 0.79 0.68 0.90 0.94 0.53 0.67 0.48 0.86 0.73 0.86 SED. YIELD 0 0 0 0 0 0 0 0 0 0 0 C. Y. .155E+07 .405E+07 .405E+07 .405E+07 .405E+07 .405E+07 .403E+07 .403E+07 .402E+07 .402E+07 .403E+07 TIME = 142.66 MRS DT = 15 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.55 14.96 16.92 19.01 20.65 22.16 23.49 26.09 29.15 WIDTH FT 405.5 254.4 97.7 197.5 145.7 191.6 152.9 314.5 78.6 67.7 175.6 DEPTH FT 1.93 1.95 3.28 2.56 3.42 2.71 3.18 4.54 3.95 3.67 2.65 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.86 4.36 4.41 4.24 4.52 2.93 7.08 6.54 5.36 SLOPE 0.00603 0.01480 0.01778 0.00991 0.00691 0.00870 0.00798 0.00491 0.01500 0.00939 0.01695 D50 MM 0.09 0.11 0.11 0.11 0.11 0.10 0.10 0.11 0.12 0.11 0.11 QS/Q 1000 PPM 110.45 280.82 333.98 136.21 109.46 139.87 159.26 216.49 371.52 302.51 360.12 FR 0.51 0.79 0.94 0.68 0.59 0.64 0.63 0.47 0.89 0.73 0.87 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 161E+07 420E+07 420E+07 420E+07 420E+07 420E+07 418E+07 418E+07 417E+07 418E+07 418E+07 m m m m P TIME = 148.03 MRS DT = 21 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 11.98 14.51 16.29 18.59 20.18 21.63 24.15 25.86 29.22 WIDTH FT 405.5 239.9 111.2 166.6 119.5 165.8 134.2 170.8 91.0 65.0 182.0 DEPTH FT 1.93 1.82 3.91 2.32 2.83 2.29 2.61 3.91 4.43 3.44 2.72 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.07 5.70 6.50 5.80 6.27 5.69 5.45 7.19 5.03 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .02086 .00769 .01932 .01930 .02038 .02002 .01998 .00761 .01219 .01436 D50 MM 0.09 0.11 0.10 0.11 0.10 0.12 0.11 0.13 0.10 0.11 0.11 QS/Q 1000 PPM 157.30 443.22 309.68 476.00 507.47 487.95 425.48 382.65 236.38 284.12 270.43 FR 0.51 0.93 0.64 0.93 0.96 0.96 0.97 0.94 0.65 0.83 0.81 SED. YIELD C. Y. 0.167E+07 0.435E+07 0.435E+07 0.435E+07 0.435E+07 0.435E+07 0.433E+07 0.433E+07 0.432E+07 0.433E+07 0.433E+07 TIME = 153.56 HRS DT = 31 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 11.96 14.56 16.37 18.61 20.21 21.54 24.05 25.80 29.31 WIDTH FT 405.5 240.3 110.8 168.4 121.4 163.0 131.3 169.6 90.0 64.0 189.1 DEPTH FT 1.93 1.82 3.95 2.25 2.81 2.29 2.62 3.65 4.52 3.31 2.81 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.03 5.82 6.45 5.89 6.40 5.74 5.41 7.56 4.69 SLOPE 0.00603 0.02095 0.00749 0.02103 0.01918 0.02095 0.02082 0.02038 0.00729 0.01409 0.01200 D50 MM 0.09 0.11 0.10 0.12 0.11 0.12 0.11 0.13 0.11 0.12 0.11 QS/Q 1000 PPM 163.69 459.35 337.71 529.76 501.30 502.79 453.43 410.72 245.93 306.99 197.18 FR 0.51 0.93 0.63 0.97 0.96 0.97 0.99 0.95 0.63 0.88 0.74 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 173E+07 451E+07 451E+07 451E+07 450E+07 450E+07 449E+07 448E+07 448E+07 448E+07 448E+07 TIME = 158.95 MRS DT = 22 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.74 11.56 14.92 16.82 18.86 20.69 22.26 23.72 26.08 29.17 WIDTH FT 405.5 255.0 98.0 195.2 143.2 184.3 165.6 369.9 82.3 67.5 177.8 DEPTH FT 1.93 1.94 3.28 2.60 3.47 2.60 3.21 4.22 4.01 3.62 2.67 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.45 6.85 4.33 4.43 4.59 4.34 2.95 6.66 6.64 5.25 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .01492 .01773 .00955 .00684 .01076 .00776 .00627 .01296 .00984 .01601 D50 MM 0.09 0.11 0.12 0.11 0.11 0.11 0.10 0.10 0.11 0.10 0.11 QS/Q 1000 PPM 114.40 290.85 336.30 129.17 120.31 170.77 136.98 187.34 309.58 286.93 326.42 FR 0.51 0.80 0.94 0.67 0.59 0.71 0.62 0.52 0.83 0.75 0.85 SED. YIELD C. Y. 0.179E+07 0.466E+07 0.465E+07 0.465E+07 0.465E+07 0.465E+07 0.464E+07 0.463E+07 0.463E+07 0.463E+07 0.463E+07 m m TIME = 164.34 MRS DT = 31 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.54 14.86 16.73 18.80 20.65 22.32 23.75 26.06 29.23 WIDTH FT 405.5 254.5 97.5 191.6 140.4 184.7 157.7 389.6 83.1 66.9 182.7 DEPTH FT 1.93 1.95 3.28 2.67 3.48 2.60 3.19 4.78 4.08 3.51 2.73 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.87 4.30 4.50 4.59 4.38 2.91 6.48 6.90 4.99 SLOPE 0.00603 0.01481 0.01783 0.00913 0.00702 0.01077 0.00749 0.00643 0.01202 0.01104 0.01410 D50 MM 0.09 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 111.19 283.69 334.79 121.84 123.19 169.64 129.32 160.03 262.42 259.97 261.73 FR 0.51 0.79 0.95 0.66 0.60 0.71 0.61 0.52 0.80 0.79 0.80 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 184E+07 480E+07 480E+07- 480E+07 480E+07 479E+07 478E+07 477E+07 477E+07 477E+07 477E+07 TIME = 169.71 HRS DT = 22 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.63 11.54 13.86 15.81 18.17 19.79 21.23 23.91 25.77 29.30 WIDTH FT 405.5 239.9 97.7 141.2 110.1 151.1 122.9 144.7 87.6 63.8 188.5 DEPTH FT 1.93 1.82 3.30 2.48 2.95 2.42 2.87 2.68 4.48 3.32 2.80 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.05 6.83 6.30 6.77 6.02 6.24 6.14 5.61 7.56 4.72 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .02098 .01748 .02164 .01978 .02038 .01751 .02057 .00797 .01408 .01219 D50 MM 0.09 0.11 0.11 0.12 0.11 0.12 0.12 0.13 0.11 0.12 0.11 QS/Q FR 1000 PPM 153.72 442.51 465.99 498.83 459.49 441.84 391.46 419.17 250.21 304.54 202.69 0.51 0.93 0.94 1.00 0.98 0.96 0.92 0.97 0.66 0.88 0.75 SED. YIELD C. Y. 0.190E+07 0.495E+07 0.494E+07 0.495E+07 0.494E+07 0.494E+07 0.493E+07 0.492E+07 0.491E+07 0.492E+07 0.492E+07 m m TIME = 175.70 MRS DT = 32 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.70 11.54 13.91 15.76 18.09 19.50 21.13 23.35 26.14 29.07 WIDTH FT 405.5 253.4 97.7 142.9 110.8 159.1 145.6 117.0 76.1 68.7 169.0 DEPTH FT 1.93 1.96 3.29 2.47 3.06 2.42 2.49 2.88 3.85 3.84 2.57 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 6.84 6.22 6.48 5.71 6.07 6.53 7.51 6.19 5.74 SLOPE 0.00603 0.01459 0.01764 0.02116 0.01729 0.01831 0.01996 0.01909 0.01747 0.00799 0.02021 D50 MM 0.09 0.11 0.11 0.12 0.11 0.11 0.11 0.11 0.12 0.11 0.11 QS/Q 1000 PPM 132.38 354.63 483.23 504.82 451.42 469.39 505.21 497.81 512.00 365.31 486.49 FR 0.51 0.79 0.94 0.99 0.92 0.91 0.96 0.96 0.95 0.68 0.95 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 197E+07 511E+07 511E+07 511E+07 511E+07 511E+07 509E+07 508E+07 508E+07 508E+07 508E+07 TIME = 181.70 MRS DT = 23 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.85 14.27 15.87 18.20 19.56 21.25 24.01 25.81 29.29 WIDTH FT 405.5 254.0 107.2 163.3 112.0 162.4 144.7 121.9 89.2 64.2 187.9 DEPTH FT 1.93 1.95 3.67 2.82 2.98 2.30 2.47 2.75 4.48 3.33 2.79 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.59 4.79 6.58 5.90 6.16 6.58 5.51 7.50 4.75 SLOPE 0.00603 0.01471 0.01017 0.01054 0.01844 0.02096 0.02083 0.02060 0.00765 0.01378 0.01236 D50 MM 0.09 0.10 0.10 0.10 0.11 0.11 0.13 0.12 0.11 0.11 0.11 QS/Q 1000 PPM 115.00 272.39 290.48 359.90 527.34 501.43 491.06 467.07 248.42 303.64 207.64 FR 0.51 0.79 0.73 0.71 0.95 0.97 0.98 0.99 0.65 0.87 0.75 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 203E-I-07 528E+07 528E+07 528E+07 527E+07 527E+07 526E+07 525E+07 525E+07 525E+07 525E+07 m TIME = 187.55 MRS DT = 16 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.64 11.54 13.95 15.76 18.13 19.57 21.23 23.94 25.76 29.28 WIDTH FT 405.5 240.4 97.6 146.4 109.9 159.2 141.2 122.4 88.1 63.8 186.5 DEPTH FT 1.93 1.82 3.30 2.58 2.99 2.41 2.61 2.77 4.49 3.34 2.78 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 6.82 5.83 6.69 5.73 5.98 6.49 5.56 7.51 4.81 SLOPE 0.00603 0.02093 0.01741 0.01762 0.01896 0.01858 0.01819 0.01987 0.00780 0.01373 0.01279 D50 MM 0.09 0.11 0.12 0.12 0.12 0.12 0.11 0.12 0.11 0.11 0.11 QS/Q 1000 PPM 147.74 422.46 414.50 392.17 442.86 396.99 426.26 445.96 251.83 305.80 220.72 FR 0.51 0.93 0.93 0.91 0.96 0.92 0.92 0.97 0.65 0.87 0.77 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 210E+07 544E+07 544E+07 544E+07 544E+07 544E+07 542E+07 542E+07 541E+07 541E+07 542E+07 TIME = 193.44 HRS DT = 23 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.87 14.25 16.35 18.43 20.22 21.67 23.50 25.94 29.18 WIDTH FT 405.5 254.6 107.5 163.0 131.0 179.1 222.2 148.7 79.8 66.0 178.4 DEPTH FT 1.93 1.94 3.67 2.84 3.55 2.72 3.24 3.16 4.09 3.53 2.68 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.57 4.76 4.73 4.51 3.87 4.69 6.73 6.93 5.21 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .01484 .01012 .01033 .00753 .00976 .00781 .00868 .01293 .01100 .01576 D50 MM 0.09 0.13 0.12 0.12 0.11 0.11 0.11 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 79.24 171.01 151.93 137.80 124.86 150.69 158.05 239.57 302.77 296.22 317.75 FR 0.51 0.79 0.73 0.70 0.62 0.68 0.60 0.66 0.83 0.79 0.84 SED. YIELD C. Y. 0.216E+07 0.561E+07 0.561E+07 0.561E+07 0.561E+07 0.560E+07 0.559E+07 0.558E+07 0.558E+07 0.558E+07 0.558E+07 TIME = 199.72 MRS DT = 16 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.74 11.88 14.29 16.39 18.48 20.29 21.67 23.51 25.99 29.16 WIDTH FT 405.5 255.0 107.8 164.2 132.1 182.5 224.0 153.3 79.6 66.6 176.7 DEPTH FT 1.93 1.94 3.66 2.81 3.55 2.68 3.17 3.11 4.04 3.60 2.66 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.45 5.58 4.76 4.69 4.50 3.84 4.61 6.83 6.76 5.30 SLOPE 0.00603 0.01492 0.01021 0.01045 0.00744 0.00995 0.00767 0.00855 0.01354 0.01025 0.01645 D50 MM 0.09 0.11 0.11 0.11 0.11 0.11 0.10 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 95.64 210.91 166.93 161.36 127.65 158.26 161.76 251.94 330.10 302.44 342.10 FR 0.51 0.80 0.73 0.71 0.62 0.69 0.60 0.65 0.85 0.76 0.86 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 223E+07 580E+07 580E+07 580E+07 580E+07 579E+07 578E+07 577E+07 577E+07 577E+07 577E+07 TIME = 206.19 HRS DT = 47 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.71 11.85 14.25 16.33 18.53 20.39 21.59 23.45 25.95 29.07 WIDTH FT 405.5 253.6 107.0 163.3 130.1 183.1 240.2 150.1 78.5 66.9 169.4 DEPTH FT 1.93 1.96 3.65 2.87 3.50 2.64 3.23 3.19 3.99 3.75 2.57 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 5.64 4.69 4.83 4.55 3.44 4.60 7.02 6.46 5.72 SLOPE 0.00603 0.01464 0.01044 0.00987 0.00801 0.01035 0.00584 0.00828 0.01453 0.00890 0.02000 D50 MM 0.09 0.13 0.12 0.11 0.10 0.10 0.10 0.11 0.10 0.10 0.11 QS/Q 1000 PPM 86.90 183.83 171.86 155.43 149.24 170.76 156.61 285.36 387.34 371.09 477.84 FR 0.51 0.79 0.74 0.69 0.64 0.70 0.52 0.64 0.88 0.71 0.95 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 231E+07 600E+07 600E+07 600E+07 600E+07 599E+07 598E+07 597E+07 597E+07 597E+07 597E+07 TIME = 212.49 HRS DT = 16 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.56 13.86 15.70 18.71 20.20 21.49 24.02 25.80 29.30 WIDTH FT 405.5 254.5 98.0 141.1 109.7 187.1 149.0 164.4 89.3 64.0 188.7 DEPTH FT 1.93 1.95 3.28 2.47 3.07 2.05 2.44 2.32 4.50 3.32 2.80 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.84 6.30 6.54 5.74 6.04 5.78 5.47 7.54 4.71 SLOPE 0.00603 0.01483 0.01767 0.02168 0.01758 0.02307 0.02025 0.01996 0.00753 0.01401 0.01211 D50 MM 0.09 0.10 0.11 0.13 0.11 0.10 0.10 0.12 0.11 0.11 0.11 QS/Q 1000 PPM 132.11 343.40 430.74 420.66 447.96 488.97 452.34 416.23 253.01 311.64 200.26 FR 0.51 0.79 0.94 1.00 0.93 1.00 0.96 0.95 0.64 0.88 0.75 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 238E+07 620E+07 620E+07 620E+07 620E+07 619E+07 618E+07 617E+07 617E+07 617E+07 617E+07 TIME = 217.64 MRS DT = 24 SECS TIME STEP =**** Ml Hi m m m m m m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.91 14.56 16.34 19.70 21.39 23.07 24.59 26.78 29.50 WIDTH FT 405.5 254.1 109.0 170.4 121.2 261.2 249.8 348.5 96.0 73.8 205.3 DEPTH FT 1.93 1.95 3.79 2.38 2.85 2.53 3.09 3.57 3.85 3.33 3.00 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.32 5.43 6.37 3.77 3.66 3.19 5.95 6.76 4.04 SLOPE 0.00603 0.01475 0.00882 0.01695 0.01834 0.00888 0.00761 0.00747 0.01086 0.01170 0.00811 D50 MM 0.09 0.11 0.11 0.13 0.12 0.12 0.10 0.10 0.12 0.12 0.11 QS/Q 1000 PPM 108.98 259.67 274.54 389.22 315.94 92.79 101.85 148.30 230.98 189.57 97.31 FR 0.51 0.79 0.68 0.88 0.94 0.63 0.59 0.56 0.76 0.80 0.62 SED. YIELD C. Y. 0.244E+07 0.635E+07 0.634E+07 0.634E+07 0.634E+07 0.634E+07 0.633E+07 0.632E+07 0.632E+07 0.632E+07 0.632E+07 TIME = 222.81 HRS DT = 17 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.74 11.87 14.74 16.42 19.78 21.49 22.94 24.62 26.72 29.12 WIDTH FT 405.5 255.2 107.8 180.2 123.6 262.1 159.7 167.8 98.6 73.1 173.2 DEPTH FT 1.93 1.94 3.70 2.34 2.86 2.53 3.20 3.10 3.61 3.37 2.62 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.45 5.51 5.23 6.23 3.94 4.31 4.24 6.18 6.72 5.49 SLOPE 0.00603 0.01495 0.00979 0.01611 0.01752 0.01039 0.00721 0.00728 0.01269 0.01134 0.01804 D50 MM 0.09 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 112.15 267.77 268.62 349.72 313.10 140.86 157.53 225.76 324.82 345.32 400.83 FR 0.51 0.80 0.71 0.85 0.92 0.67 0.60 0.60 0.81 0.79 0.90 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 250E+07 650E+07 649E+07 650E+07 649E+07 649E+07 648E+07 647E+07 647E+07 647E+07 648E+07 TIME = 228.06 MRS DT = 24 SECS TIME STEP =**** SECTION 2.00 3.00 A. 00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.74 11.88 14.77 17.08 19.52 21.06 22.50 24.43 27.43 29.02 WIDTH FT 405.5 255.1 107.8 182.2 153.2 190.5 132.2 142.6 95.7 83.5 165.0 DEPTH FT 1.93 1.94 3.67 2.34 3.63 2.11 2.62 2.47 3.20 4.01 2.52 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.45 5.56 5.16 3.95 5.48 6.36 6.26 7.17 5.10 5.99 SLOPE 0.00603 0.01495 0.01005 0.01569 0.00510 0.02032 0.02054 0.02153 0.01994 0.00541 0.02252 D50 MM 0.09 0.10 0.10 0.11 0.11 0.11 0.11 0.12 0.12 0.10 0.11 QS/Q 1000 PPM 110.96 262.28 257.38 318.47 242.67 507.38 539.98 551.35 571.23 378.77 583.65 FR 0.51 0.80 0.72 0.84 0.52 0.94 0.98 0.99 1.00 0.56 1.00 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 256E+07 665E+07 665E+07 665E+07 665E+07 665E-I-07 663E+07 663E+07 663E+07 663E+07 663E+07 m m TIME = 233.14 MRS DT = 17 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.63 12.00 14.50 16.33 19.78 21.36 22.77 24.45 26.55 29.11 WIDTH FT 405.5 239.9 111.5 166.1 120.5 267.7 233.7 148.9 117.8 70.6 172.1 DEPTH FT 1.93 1.82 3.89 2.33 2.83 2.54 3.13 3.17 2.63 3.03 2.61 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 5.08 5.68 6.45 3.75 3.67 4.66 6.38 7.69 5.56 SLOPE 0.00603 0.02086 0.00778 0.01902 0.01899 0.00904 0.00698 0.00857 0.01777 0.01692 0.01856 050 MM 0.09 0.12 0.11 0.12 0.11 0.10 0.11 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 158.58 444.44 289.37 440.20 375.83 135.85 181.07 308.70 450.24 461.32 421.01 FR 0.51 0.93 0.64 0.93 0.96 0.63 0.57 0.65 0.93 0.95 0.91 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 261E+07 679E+07 679E+07 679E+07 679E+07 679E+07 677E+07 677E+07 677E+07 677E+07 677E+07 TIME = 238.42 HRS DT = 24 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.86 14.34 16.45 19.04 21.49 23.50 25.70 26.65 29.05 WIDTH FT 405.5 254.0 107.2 165.3 134.2 194.4 223.8 269.7 351.8 73.5 167.3 DEPTH FT 1.93 1.95 3.66 2.75 3.61 2.39 2.87 3.26 4.31 3.23 2.55 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.61 4.84 4.54 4.74 4.40 3.18 2.45 7.00 5.84 SLOPE 0.00603 0.01472 0.01027 0.01110 0.00681 0.01282 0.01208 0.00525 0.00315 0.01306 0.02114 D50 MM 0.09 0.12 0.11 0.12 0.11 0.11 0.12 0.10 0.10 0.11 0.11 QS/Q 1000 PPM 90.72 207.77 181.91 171.93 132.75 191.84 168.76 106.01 246.17 443.18 524.98 FR 0.51 0.79 0.73 0.73 0.60 0.76 0.73 0.49 0.38 0.84 0.97 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 267E+07 693E+07 693E+07 693E+07 693E+07 693E+07 691E+07 691E+07 690E+07 691E+07 691E+07 TIME = 243.76 HRS OT = 17 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.70 11.51 14.01 15.84 19.15 21.20 23.26 24.52 26.46 29.10 WIDTH FT 405.5 253.2 96.9 146.3 111.0 274.8 157.0 279.0 113.5 70.5 171.2 DEPTH FT 1.93 1.96 3.29 2.47 2.96 2.84 2.68 3.43 3.56 2.94 2.60 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 6.89 6.10 6,69 3.69 5.24 3.36 5.44 7.92 5.61 SLOPE 0.00603 0.01455 0.01787 0.02038 0.01927 0.00883 0.01351 0.00666 0.00997 0.01861 0.01902 050 MM 0.09 0.11 0.13 0.10 0.12 0.10 0.10 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 150.28 394.73 523.73 405.24 391.47 174.95 275.94 220.49 391.88 505.30 438.94 FR 0.51 0.79 0.95 0.97 0.97 0.62 0.80 0.55 0.72 0.99 0.92 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 272E+07 708E+07 708E+07 708E+07 707E+07 707E+07 706E+07 705E+07 705E+07 705E+07 706E+07 TIME = 248.96 MRS DT = 25 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.86 14.33 16.40 18.62 20.24 21.71 24.30 25.88 29.28 WIDTH FT 405.5 254.1 107.3 165.5 133.1 177.0 120.7 133.9 110.6 66.0 187.1 DEPTH FT 1.93 1.95 3.64 2.78 3.62 2.20 2.87 2.63 4.09 3.33 2.78 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.63 4.78 4.57 5.66 6.34 6.26 4.86 7.35 4.78 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .01475 .01041 .01070 .00688 .02051 .01802 .01980 .00660 .01334 .01261 D50 MM 0.09 0.11 0.10 0.10 0.10 0.11 0.12 0.13 0.11 0.11 0.11 QS/Q 1000 PPM 102.43 235.87 216.66 224.91 255.12 453.58 436.69 408.04 220.10 287.13 215.17 FR 0.51 0.79 0.73 0.72 0.60 0.95 0.93 0.96 0.60 0.86 0.76 SED. YIELD C. Y. 0.279E+07 0.724E+07 0.724E+07 0.724E+07 0.724E+07 0.723E+07 0.722E+07 0.721E+07 0.721E+07 0.721E+07 0.721E+07 m m m m m m TIME = 254.15 HRS DT = 36 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.65 11.96 14.24 16.55 18.69 20.92 22.23 23.85 26.06 29.24 WIDTH FT 405.5 241.1 110.8 158.2 139.2 183.3 149.5 160.3 98.8 68.1 183.0 DEPTH FT 1.93 1.82 3.93 2.58 3.84 2.24 3.54 3.18 3.70 3.47 2.74 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.02 5.05 5.39 4.12 5.36 4.16 4.32 6.01 6.88 4.98 0 0 0 0 0 0 0 0 0 0 0 SLOPE .00603 .02078 .00759 .01504 .00516 .01793 .00589 .00732 .01157 .01121 .01399 D50 MM 0.09 0.11 0.12 0.11 0.11 0.11 0.10 0.10 0.11 0.11 0.11 QS/Q FR 1000 PPM 141.72 382.85 205.17 296.22 166.12 324.78 131.39 187.22 253.31 260.76 258.30 0.51 0.93 0.64 0.84 0.52 0.89 0.55 0.60 0.78 0.79 0.80 SED. YIELD C. Y. 0.284E+07 0.737E+07 0.737E+07 0.737E+07 0.737E+07 0.737E+07 0.735E+07 0.735E+07 0.734E+07 0.735E+07 0.735E+07 •i TIME = 259.25 HRS m «• M m m m m m m m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.55 14.06 15.96 19.10 20.53 22.33 23.74 26.09 29.28 DT = WIDTH FT 405.5 254.3 97.7 148.4 113.5 286.4 133.4 165.6 96.3 68.2 186.3 25 SECS DEPTH FT 1.93 1.95 3.28 2.46 2.96 2.93 3.20 3.36 3.68 3.42 2.78 TIME STEP =**** Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.86 6.03 6.55 3.29 5.16 3.95 6.21 6.98 4.82 SLOPE 0.00603 0.01478 0.01777 0.02001 0.01847 0.00636 0.01033 0.00568 0.01247 0.01175 0.01287 D50 MM 0.09 0.10 0.12 0.10 0.12 0.11 0.11 0.11 0.12 0.11 0.11 QS/Q 1000 PPM 151.48 399.45 516.32 359.62 338.93 107.81 179.26 167.16 253.89 256.45 223.04 FR 0.51 0.79 0.94 0.96 0.95 0.54 0.72 0.54 0.81 0.81 0.77 SED. YIELD C. Y. 0.289E+07 0.751E+07 0.751E+07 0.751E+07 0.750E+07 0.750E+07 0.748E+07 0.748E+07 0.747E+07 0.748E+07 0.748E+07 TIME = 264.81 MRS DT = 18 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.54 14.03 15.85 18.22 19.93 21.55 24.09 25.76 29.27 WIDTH FT 405.5 254.1 97.6 147.1 111.0 161.3 113.1 129.8 106.1 64.9 186.3 DEPTH FT 1.93 1.95 3.28 2.46 2.96 2.40 2.93 2.73 4.12 3.32 2.77 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.86 6.07 6.70 5.67 6.64 6.21 5.04 7.46 4.82 SLOPE 0.00603 0.01474 0.01777 0.02023 0.01933 0.01827 0.01929 0.01849 0.00705 0.01375 0.01287 D50 MM 0.09 0.10 0.12 0.10 0.11 0.11 0.12 0.13 0.11 0.12 0.11 QS/Q 1000 PPM 151.13 396.69 508.04 443.06 444.02 406.31 412.13 370.25 227.83 293.46 223.19 FR 0.51 0.79 0.94 0.96 0.97 0.91 0.97 0.94 0.62 0.87 0.77 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 295E+07 766E+07 766E+07 766E+07 766E+07 766E+07 764E+07 763E+07 763E+07 763E+07 764E+07 TIME = 271.03 MRS DT = 26 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.66 11.59 13.90 15.69 18.10 19.85 21.43 23.34 25.58 29.10 WIDTH FT 405.5 242.4 98.7 142.4 107.9 159.1 112.4 126.5 87.0 62.6 171.6 DEPTH FT 1.93 1.82 3.30 2.48 2.97 2.40 3.04 2.77 3.41 3.12 2.60 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.99 6.75 6.24 6.87 5.76 6.45 6.28 7.41 8.16 5.59 SLOPE 0.00603 0.02051 0.01710 0.02128 0.02022 0.01883 0.01732 0.01858 0.01960 0.01768 0.01882 D50 MM 0.09 0.11 0.11 0.11 0.12 0.11 0.11 0.11 0.12 0.12 0.11 QS/Q 1000 PPM 165.72 455.30 470.63 491.59 497.22 454.80 459.70 474.10 493.62 483.86 431.17 FR 0.51 0.92 0.93 0.99 0.99 0.93 0.92 0.94 1.00 0.98 0.92 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 302E+07 785E+07 784E+07 785E+07 784E+07 784E+07 782E+07 781E+07 781E+07 781E+07 782E+07 TIME = 277.12 MRS OT = 37 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 11.57 14.02 15.87 18.13 19.87 21.62 24.05 25.86 29.48 WIDTH FT 405.5 240.7 98.2 147.0 111.5 162.0 112.6 132.1 105.4 64.8 203.9 DEPTH FT 1.93 1.82 3.30 2.47 2.96 2.29 3.01 2.74 4.15 3.09 2.98 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.03 6.79 6.07 6.67 5.92 6.49 6.07 5.02 8.03 4.09 SLOPE 0.00603 0.02087 0.01730 0.02023 0.01912 0.02116 0.01773 0.01755 0.00692 0.01752 0.00839 D50 MM 0.09 0.10 0.10 0.11 0.10 0.11 0.12 0.11 0.11 0.11 0.11 OS/Q 1000 PPM 190.10 518.92 530.72 548.80 458.86 463.36 417.50 395.85 282.12 379.65 103.41 FR 0.51 0.93 0.93 0.96 0.97 0.97 0.93 0.91 0.61 0.97 0.63 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 309E+07 803E+07 802E+07 803E+07 802E+07 802E+07 800E+07 800E+07 799E+07 800E+07 800E+07 TIME = 283.25 HRS DT = 53 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.71 11.84 14.21 15.81 18.80 20.22 22.09 23.63 25.84 29.21 WIDTH FT 405.5 253.5 106.9 161.5 110.9 289.4 125.6 155.4 95.5 66.0 180.9 DEPTH FT 1.93 1.96 3.69 2.87 3.00 3.11 3.37 3.28 3.82 3.43 2.71 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 5.58 4.75 6.62 3.31 5.20 4.32 6.03 7.14 5.08 SLOPE 0.00603 0.01462 0.01008 0.01016 0.01852 0.00659 0.00983 0.00699 0.01112 0.01217 0.01476 050 MM 0.09 0.13 0.11 0.11 0.11 0.10 0.10 0.10 0.11 0.11 0.11 QS/Q 1000 PPM 97.44 225.14 231.74 269.04 392.20 126.55 195.10 197.00 267.57 285.10 283.55 FR 0.51 0.79 0.72 0.70 0.95 0.54 0.71 0.59 0.77 0.82 0.82 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 316E+07 821E+07 821E+07 821E+07 821E+07 820E+07 819E+07 818E+07 818E+07 818E+07 818E+07 TIME = 289.29 MRS DT = 18 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.70 11.50 13.92 15.82 18.08 19.95 21.62 24.11 25.80 29.23 WIDTH FT 405.5 253.1 96.7 143.2 110.4 158.4 114.3 132.1 106.1 65.5 182.2 DEPTH FT 1.93 1.96 3.30 2.47 2.96 2.30 3.00 2.75 4.04 3.40 2.73 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.43 6.90 6.22 6.74 6.05 6.42 6.06 5.13 7.24 5.02 SLOPE 0.00603 0.01452 0.01786 0.02122 0.01956 0.02204 0.01747 0.01750 0.00750 0.01264 0.01429 D50 MM 0.09 0.10 0.10 0.10 0.13 0.11 0.11 0.13 0.10 0.11 0.11 QS/Q 1000 PPM 159.73 418.70 554.72 580.51 577.92 447.80 388.52 366.72 234.99 291.47 267.92 FR 0.51 0.79 0.95 0.99 0.98 0.99 0.92 0.91 0.64 0.84 0.81 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 323E+07 839E+07 839E+07 839E+07 838E+07 838E+07 836E+07 836E+07 835E+07 836E+07 836E+07 m m m m TIME = 295.43 MRS DT = 27 SECS TIME STEP =**** SECTION W.S.ELEV. WIDTH DEPTH Q V SLOPE 050 QS/Q FR SED. YIELD FT FT FT CFS FPS MM 1000 PPM C. Y. 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 7.93 9.72 11.57 14.07 15.91 18.22 20.64 22.01 23.80 25.96 29.27 405.5 254.1 98.2 148.7 112.4 165.4 141.3 150.5 98.4 66.8 185.9 1.93 1.95 3.28 2.46 2.96 2.29 3.76 3.10 3.82 3.37 2.77 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 2.82 4.44 6.82 6.01 6.61 5.81 4.14 4.71 5.85 7.20 4.84 0.00603 0.01475 0.01754 0.01990 0.01882 0.02038 0.00538 0.00899 0.01052 0.01266 0.01298 0.09 0.10 0.10 0.12 0.10 0.11 0.11 0.11 0.12 0.11 0.11 154.39 401.47 509.75 524.39 388.46 375.98 131.55 201.57 251.58 280.06 226.43 0.51 0.79 0.94 0.96 0.96 0.96 0.53 0.67 0.75 0.84 0.77 0 0 0 0 0 0 0 0 0 0 0 .330E+07 .857E+07 .857E+07 .857E+07 .857E+07 .857E+07 .855E+07 .854E+07 .854E+07 .854E+07 .854E+07 TIME = 301.62 HRS DT = 19 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 U.S.ELEV. FT 7.93 9.64 11.55 14.00 15.82 18.19 19.82 21.47 23.39 26.28 29.08 WIDTH FT 405.5 240.5 97.8 146.1 110.5 164.1 110.4 127.4 87.8 71.2 169.5 DEPTH FT 1.93 1.82 3.30 2.47 2.96 2.40 2.94 2.73 3.40 3.83 2.58 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.04 6.82 6.10 6.72 5.59 6.78 6.32 7.38 6.04 5.71 SLOPE 0.00603 0.02090 0.01743 0.02044 0.01944 0.01777 0.02003 0.01912 0.01956 0.00772 0.01989 D50 MM 0.09 0.10 0.11 0.11 0.11 0.11 0.12 0.11 0.13 0.10 0.11 QS/Q 1000 PPM 167.85 468.31 479.71 496.02 487.04 459.60 519.31 496.27 535.65 350.70 473.52 FR 0.51 0.93 0.94 0.97 0.97 0.90 0.99 0.95 1.00 0.67 0.94 SED. YIELD 0 0 0 0 0 0 0 0 0 0 0 C. Y. .337E+07 .875E+07 .875E+07 .875E+07 .875E+07 .875E+07 .873E+07 .872E+07 .872E+07 .872E+07 .873E+07 TIME = 307.75 HRS DT = 27 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.65 12.05 14.21 16.36 18.39 20.30 21.98 23.69 25.95 29.16 WIDTH FT 405.5 241.0 112.8 159.9 132.8 177.8 129.4 150.8 95.7 67.4 176.5 DEPTH FT 1.93 1.82 3.82 2.76 3.68 2.61 3.52 3.24 3.71 3.55 2.66 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.03 5.10 4.98 4.50 4.73 4.83 4.50 6.20 6.80 5.32 SLOPE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 00603 02080 00804 01172 00652 01136 00797 00772 01229 01061 01656 D50 MM 0.09 0.12 0.11 0.12 0.11 0.11 0.11 0.10 0.10 0.11 0.11 QS/Q FR 1000 PPM 119.86 332.32 150.21 182.11 123.09 182.03 173.19 222.69 299.58 308.52 346.17 0.51 0.93 0.65 0.75 0.58 0.73 0.64 0.62 0.80 0.77 0.86 SED. YIELD C. Y. 0.344E+07 0.893E+07 0.893E+07 0.893E+07 0.893E+07 0.893E+07 0.891E+07 0.890E+07 0.890E+07 0.890E+07 0.891E+07 TIME = 313.95 MRS DT = 39 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.64 11.50 13.96 16.54 18.12 20.45 21.86 23.65 26.00 29.10 WIDTH FT 405.5 240.8 96.0 146.1 139.5 160.4 135.3 147.4 94.3 68.3 171.7 DEPTH FT 1.93 1.82 3.20 2.56 3.88 2.43 3.70 3.30 3.61 3.69 2.60 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.03 7.16 5.89 4.06 5.64 4.39 4.53 6.45 6.47 5.58 SLOPE 0.00603 0.02084 0.02000 0.01816 0.00493 0.01780 0.00616 0.00765 0.01377 0.00916 0.01879 D50 MM 0.09 0.13 0.12 0.14 0.11 0.13 0.11 0.11 0.11 0.11 0.11 QS/Q 1000 PPM 162.92 460.22 425.83 334.94 171.10 324.73 167.10 247.47 345.79 340.39 430.01 FR 0.51 0.93 1.00 0.92 0.51 0.90 0.57 0.62 0.85 0.72 0.92 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 351E+07 912E+07 912E+07 912E+07 911E+07 911E+07 910E+07 909E+07 908E+07 909E+07 909E+07 TIME = 320.22 HRS DT = 55 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.73 11.86 14.24 16.33 18.40 20.24 21.56 24.19 25.72 29.03 WIDTH FT 405.5 254.5 107.5 162.4 130.8 179.9 126.4 128.7 108.7 64.3 165.3 DEPTH FT 1.93 1.95 3.68 2.84 3.57 2.73 3.38 2.64 4.25 3.25 2.53 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.56 4.77 4.71 4.48 5.15 6.46 4.76 7.67 5.96 SLOPE 0.00603 0.01482 0.01002 0.01037 0.00744 0.00964 0.00955 0.02090 0.00604 0.01487 0.02230 050 MM 0.09 0.13 0.12 0.11 0.10 0.10 0.10 0.11 0.10 0.11 0.11 QS/Q 1000 PPM 89.10 200.87 180.32 193.50 217.59 316.52 446.50 633.64 388.89 523.98 574.08 FR 0.51 0.79 0.72 0.71 0.62 0.68 0.70 0.99 0.58 0.90 1.00 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 358E+07 930E+07 930E+07 930E+07 930E+07 930E+07 928E+07 927E+07 927E+07 927E+07 928E+07 TIME = 326.41 MRS DT = 39 SECS TIME STEP =**** M^ |K m m m m m - m m SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.72 11.55 13.86 15.71 18.17 19.83 21.43 24.05 25.76 29.33 WIDTH FT 405.5 253.9 97.8 141.1 108.2 162.5 110.7 126.1 105.3 64.6 191.0 DEPTH FT 1.93 1.95 3.29 2.47 2.96 2.39 2.94 2.74 4.14 3.25 2.83 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 6.85 6.31 6.88 5.65 6.76 6.36 5.05 7.65 4.61 SLOPE 0.00603 0.01470 0.01767 0.02175 0.02037 0.01823 0.01993 0.01927 0.00701 0.01487 0.01144 D50 MM 0.09 0.11 0.11 0.12 0.11 0.11 0.11 0.12 0.11 0.12 0.11 QS/Q 1000 PPM 141.18 374.69 500.08 531.29 518.31 449.91 451.23 421.69 240.89 313.67 181.05 FR 0.51 0.79 0.94 1.00 1.00 0.91 0.98 0.96 0.62 0.90 0.73 SED. YIELD C. Y. 0.365E+07 0.949E+07 0.948E+07 0.949E+07 0.948E+07 0.948E+07 0.946E+07 0.946E+07 0.945E+07 0.946E+07 0.946E+07 m TIME = 332.62 HRS DT = 28 SECS TIME STEP =**** SECTION 2.00 3.00 4.00 5.00 7.00 9.00 20.00 40.00 60.00 80.00 100.00 W.S.ELEV. FT 7.93 9.65 11.52 14.04 15.91 18.12 19.88 21.54 24.09 25.86 29.43 WIDTH FT 405.5 241.7 96.6 147.5 112.3 159.7 111.5 129.2 106.2 65.0 199.4 DEPTH FT 1.93 1.82 3.20 2.45 2.95 2.30 2.90 2.72 4.14 3.15 2.93 0 CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 5.01 7.11 6.10 6.63 5.99 6.81 6.25 5.00 7.87 4.26 SLOPE 0.00603 0.02065 0.01973 0.02063 0.01896 0.02165 0.02057 0.01881 0.00691 0.01641 0.00934 D50 MM 0.09 0.10 0.11 0.11 0.11 0.11 0.12 0.13 0.11 0.11 0.11 QS/Q 1000 PPM 185.65 520.23 546.31 518.10 517.88 444.90 441.98 403.00 265.82 353.62 125.81 FR 0.51 0.93 0.99 0.97 0.96 0.99 1.00 0.94 0.61 0.95 0.66 SED 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . YIELD C. Y. 372E+07 967E+07 967E+07 967E+07 967E+07 967E+07 965E+07 964E+07 964E+07 964E+07 964E+07 m m TIME = 335.51 HRS DT = 51 SECS TIME STEP =**** SECTION U.S.ELEV. FT 2.00 7.93 3.00 9.72 4.00 11.85 5.00 14.22 7.00 16.32 9.00 18.44 20.00 20.30 40.00 21.63 60.00 24.24 80.00 25.80 100.00 29.32 ID 10 Z 60.00 36.00 28.00 22.44 28.16 32.00 50.00 60.00 ID 9 Z 60.00 32.00 26.23 25.09 25.09 25.09 20.11 25.11 36.00 60.00 ID 8 Z 50.00 30.00 22.91 22.91 18.88 23.66 40.00 SECTION DZ 0.00 0.00 0.00 -0.10 0.00 0.00 0.00 0.00 SECTION DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 SECTION DZ 0.00 0.00 0.00 0.00 -0.11 0.00 0.00 80 TDZ 0.00 0.00 0.20 -1.56 0.16 0.00 0.00 0.00 60 TDZ 0.00 0.00 0.23 1.09 1.09 1.09 -1.89 -0.89 0.00 0.00 40 TDZ 0.00 0.00 -3.09 -5.09 -3.12 -0.34 0.00 WIDTH DEPTH FT FT 405.5 1.93 254.0 1.95 107.2 3.68 161.8 2.87 129.9 3.53 181.5 2.71 127.8 3.36 130.7 2.64 109.5 4.18 65.0 3.27 190.4 2.82 .00 TIME Y 0.0 103.1 245.3 432.9 476.8 636.0 731.0 825.0 .00 TIME Y 0.0 150.6 297.9 375.1 444.3 500.3 580.6 719.4 810.3 881.4 .00 TIME Y 0.0 217.8 314.9 357.2 562.8 709.5 811.9 = 335 Z 50.00 30.00 27.66 22.44 28.16 34.00 56.00 = 335 Z 50.00 30.00 26.23 25.08 25.09 25.09 25.11 30.00 40.00 = 335 Z 40.00 28.00 22.91 22.91 22.76 23.72 50.00 Q CFS 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 V FPS 2.82 4.44 5.58 4.75 4.80 4.47 5.13 6.38 4.80 7.57 4.64 .51 HRS US DZ 0.00 0.00 0.00 -0.10 0.00 0.00 0.00 .51 HRS DZ tt 0.00 •o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .51 HRS DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TDZ 0.00 0.00 1.66 -1.56 0.16 0.00 0.00 US TDZ .. 0.00 0.00 2.23 1.08 1.09 3.09 1.11 0.00 0.00 US TDZ 0.00 0.00 -5.09 -3.09 1.76 -2.28 0.00 SLOPE 0.00603 0.01471 0.01009 0.01012 0.00783 0.00967 0.00961 0.02046 0.00626 0.01449 0.01162 = 25.80 Y 30.5 123.5 319.0 456.8 525.2 660.7 762.3 = 24.24 Y 37.7 190.6 310.1 420.0 466.9 510.5 658.2 749.7 820.2 = 21.63 Y 62.7 281.2 316.3 357.5 581.9 740.0 858.1 D50 QS/Q FR MM 1000 PPM 0.09 85.89 0.51 0.13 185.38 0.79 0.11 176.14 0.72 0.11 180.99 0.70 0.10 194.10 0.64 0.10 260.45 0.68 0.10 348.37 0.70 0.11 480.84 0.98 0.10 236.86 0.58 0.11 316.19 0.89 0.11 186.07 0.73 UIDTH = Z 40.00 28.17 27.34 27.44 30.00 40.00 58.00 UIDTH = Z 40.00 28.00 26.23 25.09 25.09 25.09 25.11 32.00 50.00 UIDTH = Z 32.00 22.91 22.91 22.91 23.34 28.06 65 DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 109 DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130 DZ 0.00 0.00 0.00 0.00 0.00 0.00 .0 TDZ 0.00 0.17 3.34 1.44 0.00 0.00 0.00 .5 TDZ 0.00 0.00 2.43 1.09 1.09 3.69 -0.59 0.00 0.00 .7 TDZ 0.00 -3.09 -6.89 -1.09 1.34 -1.94 SED. YIELD C. Y. 0.376E+07 0.976E+07 0.975E+07 0.976E+07 0.975E+07 0.975E+07 0.973E+07 0.973E+07 0.972E+07 0.973E+07 0.973E+07 Y 78.8 176.0 382.5 467.1 575.9 684.3 815.8 Y 104.2 248.1 359.0 428.0 483.0 526.0 712.8 779.7 858.4 Y 126.3 297.9 321.2 388.4 582.7 746.0 ID 7 SECTION 20.00 TIME = 335.51 MRS US = 20.30 WIDTH = 127.8 DZ TDZ DZ TDZ DZ TDZ 40.00 0.00 0.00 0.0 30.00 0.00 0.00 230.0 21.72 0.00 -4.28 362.8 21.44 0.00 -0.56 574.4 21.44 0.00 -0.56 603.9 22.11 0.00 0.11 630.8 30.00 0.00 0.00 693.5 34.00 0.00 0.00 182.7 28.00 0.00 0.00 296.2 21.45 0.00 -0.55 402.7 21.44 0.00 -0.56 588.2 21.45 0.00 -0.55 616.2 24.00 0.00 0.00 664.0 40.00 0.00 0.00 741.4 32.00 0.00 0.00 205.3 24.15 0.00 -3.85 359.4 17.01 0.07 -3.59 554.1 21.44 0.00 -0.56 598.5 21.45 0.00 -0.05 623.7 26.00 0.00 0.00 670.3 ID 6 SECTION 9.00 TIME = 335.51 HRS WS = 18.44 WIDTH = 181.5 DZ TDZ DZ TDZ DZ TDZ 40.00 0.00 0.00 0.0 30.00 0.00 0.00 182.1 22.00 0.00 0.00 318.1 18.66 0.00 -1.84 363.2 18.67 0.00 -1.33 400.7 18.63 0.00 -1.37 595.6 38.00 0.00 0.00 24.6 28.00 0.00 0.00 224.9 18.67 0.00 -2.33 327.4 18.65 0.00 -1.64 363.4 15.77 0.04 -2.23 424.5 18.65 0.00-11.35 618.9 36.00 0.00 0.00 64.9 24.00 0.00 0.00 293.3 18.65 0.00 -1.95 338.3 18.65 0.00 -1.35 391.2 18.63 0.00 0.63 595.3 40.00 0.00 0.00 619.1 ID 5 SECTION 7.00 TIME = 335.51 HRS WS = 16.32 WIDTH = 129.9 DZ TDZ DZ TDZ DZ TDZ 40.00 0.00 0.00 0.0 24.00 0.00 0.00 177.9 12.81 0.03 -4.69 377.0 24.00 0.00 0.00 509.0 40.00 0.00 0.00 554.6 30.00 0.00 0.00 33.0 20.00 0.00 0.00 243.9 18.05 O.OQ 0.05 497.6 26.00 0.00 0.00 524.2 24.00 0.00 0.00 68.1 18.00 0.00 0.00 304.5 19.62 0.00 -0.38 500.1 30.00 0.00 0.00 530.9 ID 4 SECTION 5.00 TIME = 335.51 HRS WS = 14.22 WIDTH = 161.8 DZ TDZ DZ TDZ DZ TDZ m 30.00 0.00 0.00 0.0 20.00 0.00 0.00 74.2 20.30 0.00 0.00 142.2 20.00 0.00 0.00 199.1 15.88 0.00 -0.12 415.9 15.91 0.00 -0.09 701.3 40.00 0.00 0.00 769.0 22.00 0.00 0.00 28.2 20.00 0.00 0.00 90.1 20.00 0.00 0.00 176.6 20.00 0.00 0.00 216.3 11.35 0.00 -3.85 441.9 18.00 0.00 0.00 719.8 22.00 0.00 0.00 50.6 20.00 0.00 0.00 110.8 20.00 0.00 0.00 188.2 18.00 0.00 0.00 225.3 15.21 0.00 0.01 638.0 30.00 0.00 0.00 743.4 ID 3 SECTION 4.00 TIME = 335.51 HRS WS = 11.85 WIDTH = 107.2 DZ TDZ DZ TDZ DZ TDZ 40.00 0.00 0.00 0.0 26.00 0.00 0.00 117.9 26.00 0.00 0.00 177.3 26.00 0.00 0.00 272.2 26.00 0.00 0.00 319.2 30.00 0.00 0.00 47.0 26.00 0.00 0.00 136.2 26.00 0.00 0.00 203.8 25.70 0.00 0.00 284.6 22.00 0.00 0.00 333.4 26.00 0.00 0.00 71.1 26.00 0.00 0.00 154.7 26.00 0.00 0.00 218.2 26.00 0.00 0.00 296.2 20.00 0.00 0.00 354.4 16.00 12.49 14.00 20.00 30.00 ID 0.00 0.00 0.00 0.00 0.00 2 SECTION Z 50.00 38.00 20.00 20.00 11.00 7.76 13.00 20.00 30.00 D2 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.00 3 TDZ 0.00 0.00 0.00 0.00 0.00 1.24 0.00 0.00 0.00 366.6 715.3 906.5 1013.0 1131.1 .00 TIME Y 0.0 86.5 200.6 244.3 303.7 766.9 953.3 1027.9 1086.7 14.00 8.17 16.00 22.00 40.00 = 335. Z 42.00 30.00 20.00 20.00 11.00 11.00 15.00 22.00 32.00 0.00 0.00 0.00 0.00 0.00 ,51 HRS DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -3.53 0.00 0.00 0.00 ws TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 382.0 830.8 939.4 1048.4 1196.9 = 9.72 Y 28.3 139.3 212.8 263.9 428.0 890.8 989.1 1034.1 1093.9 12.77 12.51 18.00 24.00 WIDTH = Z 40.00 20.00 20.00 15.00 11.00 12.80 17.00 24.00 0.00 0.00 0.00 0.00 254 DZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.77 0.51 0.00 0.00 .0 TDZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 649.4 841.0 980.9 1065.4 Y 59.9 178.6 228.6 290.2 470.0 918.6 1016.2 1058.5 m APPENDIX E FLUVIAL-12 Bed Profile Plot 1200, 1600, DISTANCE i" = 400,0 FT B400.E800, APPENDIX P Local Scour Calculations. i. L I** LOCAL SCOUR 1* ,m Local scour at bridge piers is a result of vortex systemsL^ developed at the pier. The so-called "horseshoe" vortex is the 'Si dominant cause of scour at the nose of the pier. The high local velocities resulting from this vortex system scour the bed. This j&p vortex system suspends the scoured material and it is carried a •p, short distance downstream with the flow. ^C" The shape of the pier significantly affects scour depth 1^"* because it reflects the strength of the vortex at the base of the pier. The scour formula used in this study for circular £,cylinders1 is as follows: _ _ 0.65 4 S I a j 0.43 *• = 2.Q , i -i Fr-L dl 'L<3l_! where S = the scour hole depth, ! d-j = the upstream depth of flow, ^ a = the width of the pier, ** Frn= Froude's number upstream of the hydraulic P structure. -Itt * Si.7.ons, D. 3., and Senturk, ?., 1977, Sediment Transport Techr.olccv. c c Date (\\Utlbb Job No. lOWO tfAc/)&0 GAtf/Ot)Page No. scoor hr/nok £jr circcy/drcy/ind6rsis as at, £J&L^ ji£<^fia^ij]feLH»Joa^ 0uJ _^_ -2b^ c. 7. RICK ENGINEERING COMPANY I r^S^ 5620 FRIARS ROAD SANDIEGO CALIFORNIA 92110 c c Date n\lt\&b Job No. 104-10 Page No. jEflUSflZf2ll3BaiLfflLefey^__^ j i&A e.itelySsidkjdi-^&iLJ^—^^ (jj-s../i4-fr ^L^±4-M^ _ta _ _ ,_ ., L^J^AJ^A^^ *"—I -'""* hff' /"-7ia"^4'ip'ar * • ^ FORM 366 DAWCO RICK ENGINEERING COMPANY I '^^S^Kl 562O FRIARS ROAD SANDIEGO C A L I F O R N I A 9 2 1 1 0