*S************************************************************************* *S BOCA NEGRA DAM *S LOMR MODEL - NEW RAINFALL DATA *S INCLUDES BASINS DOWNSTREAM OF THE DAM *S 100 YR 24 HR STORM EVENT *S DATE: APRIL 2015 * *S************************************************************************* START TIME=0.0 PUNCH CODE=0 PRINT CODE=0 LOCATION BERNALILLO COUNTY *S 100 YEAR 24HR STORM RAINFALL TYPE=2 RAIN QUARTER=1.01 RAIN ONE=1.69 RAIN SIX=2.17 RAIN DAY=2.54 DT=0.05 * * ************************************************************************* *S APPLY A 5% SEDIMENT BULKING FACTOR ABOVE THE ESCARPMENT AND 9% BELOW *S THE ESCARPMENT TO COMPUTED HYDROGRAPHS - NO SEDIMENT BULKING FACTOR *S WHEN USING RECALL HYD COMMAND SEDIMENT BULK CODE=1 BULKING FACTOR = 1.05 ************************************************************************* ************************************************************************* *S*** Basin Contributing to INFLOW POINT 3 (IP3) ****************** ************************************************************************* ************************************************************************* *S QUAIL RANCH BASINS ************************************************************************* *S* ************************************************************************* *S**** SUB-BASIN 10 **** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.036 K=0.7 LENGTH=1600 FT SLOPE=0.027 K=2.0 LENGTH=7708 FT SLOPE=0.025 K=3.0 Kn=.033 CR=0.52 COMPUTE NM HYD ID=1 HYD NO=10 DA= 0.358 SQ MI PER A=99 PER B=0 PER C=1 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * ************************************************************************* *S**** SUB-BASIN 11 **** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.019 K=0.7 LENGTH=1600 FT SLOPE=0.024 K=2.0 LENGTH=7880 FT SLOPE=0.024 K=3.0 Kn=.033 CR=.64 COMPUTE NM HYD ID=2 HYD NO=11 DA= 0.390 SQ MI PER A=99 PER B=0 PER C=1 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* * *S ADD IP3.10 TO IP3.11 TO GET IP3.11.9 ADD HYD ID=9 HYD NO=11.9 ID I=1 ID II=2 PRINT HYD ID=9 CODE=1 *S ************************************************************************* * *S ROUTE 11.9 THRU IP3.12 IN NATURAL ARROYO TO 12.6 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5896.45 MAX ELEV=5900.10 CH SLOPE=0.007 FP SLOPE=0.007 N=0.035 DIST=780 DIST ELEV DIST ELEV 0 5898.04 132 5898.03 250 5896.63 406 5896.45 477 5898.02 593 5899.88 740 5900.10 780 5899.98 ROUTE MCUNGE ID=6 HYD NO=12.6 INFLOW ID=9 DT=0.0 L=4765 FT NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* * *S*** SUB-BASIN 12 **** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.047 K=0.7 LENGTH=1600 FT SLOPE=0.026 K=2.0 LENGTH=6490 FT SLOPE=0.018 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=12 DA= 0.309 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* * * ADD IP3.12 TO 12.6 TO GET 12.9 ADD HYD ID=9 HYD NO=12.9 ID I=1 ID II=6 PRINT HYD ID=9 CODE=1 * ************************************************************************* * *S*** SUB-BASIN 14 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.0199 K=0.7 LENGTH=1600 FT SLOPE=0.033 K=2.0 LENGTH=8632 FT SLOPE=0.023 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=2 HYD NO=14 DA= 0.513 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* * ADD IP3.14 TO 12.9 TO GET 14.8 ADD HYD ID=8 HYD NO=14.8 ID I=2 ID II=9 PRINT HYD ID=8 CODE=1 *S ************************************************************************* *S ROUTE 14.8 THRU 15 IN NATURAL ARROYO TO 15.6 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5844.46 MAX ELEV=5850.0 CH SLOPE=0.007 FP SLOPE=0.007 N=0.035 DIST=600.0 DIST ELEV DIST ELEV 0 5854.38 145 5852.0 235 5845.95 300 5844.46 399 5846.0 489 5850.0 600 5856.87 ROUTE MCUNGE ID=6 HYD NO=15.6 INFLOW ID=8 DT=0.0 L=5450 FT NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 15 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.005 K=0.7 LENGTH=1600 FT SLOPE=0.006 K=2.0 LENGTH=2978 FT SLOPE=0.011 K=3.0 Kn=.033 CR=0.58 COMPUTE NM HYD ID=1 HYD NO=15 DA= 0.301 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* * ADD 15 TO 15.6 TO GET 15.9 ADD HYD ID=9 HYD NO=15.9 ID I=1 ID II=6 PRINT HYD ID=9 CODE=1 * ************************************************************************* *S*** SUB-BASIN 16 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.014 K=0.7 LENGTH=1600 FT SLOPE=0.022 K=2.0 LENGTH=8058 FT SLOPE=0.025 K=3.0 Kn=.033 CR=0.52 COMPUTE NM HYD ID=1 HYD NO=16 DA= 0.533 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ROUTE 16 THRU 17 IN NATURAL ARROYO TO 17.7 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5849.92 MAX ELEV=5857.33 CH SLOPE=0.009 FP SLOPE=0.009 N=0.035 DIST=800.0 DIST ELEV DIST ELEV 0 5854.05 148 5856.03 199 5857.22 274 5854.0 400 5849.92 484 5852.0 575 5856.0 800 5857.33 ROUTE MCUNGE ID=6 HYD NO=17.6 INFLOW ID=1 DT=0.0 L=3385 FT NS=0 SLOPE=0.009 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 17 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.012 K=0.7 LENGTH=1600 FT SLOPE=0.008 K=2.0 LENGTH=5130 FT SLOPE=0.008 K=3.0 Kn=.033 CR=0.59 COMPUTE NM HYD ID=2 HYD NO=17 DA= 0.268 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 17.6 TO 17 TO GET 17.7 ADD HYD ID=7 HYD NO=17.7 ID I=6 ID II=2 PRINT HYD ID=7 CODE=1 * ************************************************************************* *S ADD 17.7 TO 15.9 TO GET 17.4 ADD HYD ID=4 HYD NO=17.4 ID I=7 ID II=9 PRINT HYD ID=4 CODE=5 *S ************************************************************************* *S ROUTE 17.4 THRU 20 IN NATURAL ARROYO TO 28.6 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5812.0 MAX ELEV=5825.39 CH SLOPE=0.0116 FP SLOPE=0.0116 N=0.035 DIST=800.0 DIST ELEV DIST ELEV 0 5829.74 160 5824.0 289 5816.16 374 5812.0 499 5813.98 662 5819.96 800 5825.39 ROUTE MCUNGE ID=3 HYD NO=20.3 INFLOW ID=4 DT=0.0 L=2323 FT NS=0 SLOPE=0.0116 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=3 CODE=1 * ************************************************************************* *S*** SUB-BASIN 21 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.018 K=0.7 LENGTH=1600 FT SLOPE=0.033 K=2.0 LENGTH=3667 FT SLOPE=0.027 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=21 DA= 0.145 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ROUTE 21 THRU 22 IN NATURAL ARROYO TO 22.8 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5875.66 MAX ELEV=5883.82 CH SLOPE=0.007 FP SLOPE=0.007 N=0.035 DIST=1200.0 DIST ELEV DIST ELEV 0 5881.59 264 5875.89 459 5876.12 598 5875.66 879 5878.0 1045 5882.96 1200 5883.82 ROUTE MCUNGE ID=5 HYD NO=22.5 INFLOW ID=1 DT=0.0 L=7312 FT NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* *S*** SUB-BASIN 22 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.015 K=0.7 LENGTH=1600 FT SLOPE=0.018 K=2.0 LENGTH=12166 FT SLOPE=0.017 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=2 HYD NO=22 DA= 0.739 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 21 AND 22 TO GET 22.8 ADD HYD ID=8 HYD NO=22.8 ID I=5 ID II=2 PRINT HYD ID=8 CODE=5 *S ************************************************************************* *S*** SUB-BASIN 24 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.005 K=0.7 LENGTH=1600 FT SLOPE=0.007 K=2.0 LENGTH=1338 FT SLOPE=0.008 K=3.0 COMPUTE NM HYD ID=2 HYD NO=24 DA= 0.117 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 24 AND 22.8 TO GET 24.7 ADD HYD ID=7 HYD NO=24.7 ID I=2 ID II=8 PRINT HYD ID=7 CODE=5 *S ************************************************************************* *S ROUTE 24.7 THRU 23 IN NATURAL ARROYO TO 23.8 COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5824.56 MAX ELEV=5840.33 CH SLOPE=0.014 FP SLOPE=0.014 N=0.035 DIST=1000.0 DIST ELEV DIST ELEV 0 5839.67 207 5837.99 372 5829.93 498 5824.56 605 5827.79 729 5836.11 1000 5840.33 ROUTE MCUNGE ID=6 HYD NO=23.6 INFLOW ID=7 DT=0.0 L=2675 FT NS=0 SLOPE=0.014 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 23 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.004 K=0.7 LENGTH=1600 FT SLOPE=0.006 K=2.0 LENGTH=3613 FT SLOPE=0.015 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=2 HYD NO=23 DA= 0.245 SQ MI PER A=99 PER B=1 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 23 AND 23.6 TO GET 23.8 ADD HYD ID=8 HYD NO=23.8 ID I=2 ID II=6 PRINT HYD ID=8 CODE=5 *S ************************************************************************* ************************************************************************* *S*** SUB-BASIN 28 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.019 K=0.7 LENGTH=1600 FT SLOPE=0.006 K=2.0 LENGTH=5288 FT SLOPE=0.012 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=2 HYD NO=28 DA= 0.158 SQ MI PER A=95 PER B=5 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 28 AND 23.8 TO GET 28.9 ADD HYD ID=9 HYD NO=28.9 ID I=2 ID II=8 PRINT HYD ID=9 CODE=5 *S ************************************************************************* *S ADD 17.4 TO 28.9 TO GET 28.6 ADD HYD ID=6 HYD NO=28.6 ID I=3 ID II=9 PRINT HYD ID=6 CODE=5 *S ************************************************************************* *S ROUTE 28.6 THRU 20 IN NATURAL ARROYO TO 20.8 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5771.07 MAX ELEV=5810.76 CH SLOPE=0.015 FP SLOPE=0.015 N=0.035 DIST=850.0 DIST ELEV DIST ELEV 0 5810.76 126 5801.93 250 5796.16 382 5779.97 429 5771.07 483 5775.96 604 5784.0 850 5792.39 ROUTE MCUNGE ID=7 HYD NO=20.7 INFLOW ID=6 DT=0.0 L=2290 FT NS=0 SLOPE=0.015 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=7 CODE=5 * ************************************************************************* *S*** SUB-BASIN 20 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.015 K=0.7 LENGTH=1600 FT SLOPE=0.015 K=2.0 LENGTH=5447 FT SLOPE=0.018 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=20 DA= 0.426 SQ MI PER A=95 PER B=5 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* * ADD 20 TO 28.6 TO GET 20.8 ADD HYD ID=8 HYD NO=20.8 ID I=1 ID II=7 PRINT HYD ID=8 CODE=1 * ************************************************************************* ************************************************************************* *S*** SUB-BASIN 25 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.021 K=0.7 LENGTH=1600 FT SLOPE=0.04 K=2.0 LENGTH=10314 FT SLOPE=0.018 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=1 HYD NO=25 DA= 0.463 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S*** SUB-BASIN 26 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.04 K=0.7 LENGTH=1600 FT SLOPE=0.034 K=2.0 LENGTH=6569 FT SLOPE=0.020 K=3.0 Kn=.033 CR=0.60 COMPUTE NM HYD ID=2 HYD NO=26 DA= 0.348 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 25 TO 26 TO GET 25.6 ADD HYD ID=6 HYD NO=25.6 ID I=1 ID II=2 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 27 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.035 K=0.7 LENGTH=1600 FT SLOPE=0.029 K=2.0 LENGTH=7044 FT SLOPE=0.021 K=3.0 Kn=.033 CR=0.55 COMPUTE NM HYD ID=1 HYD NO=27 DA= 0.376 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 27 TO 25.6 TO GET 25.75 ADD HYD ID=7 HYD NO=25.75 ID I=1 ID II=6 PRINT HYD ID=7 CODE=1 *S ************************************************************************* *S ROUTE 25.75 THRU UPPER 30 IN NATURAL ARROYO TO 30.91 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5835.82 MAX ELEV=5841.47 CH SLOPE=0.005 FP SLOPE=0.005 N=0.035 DIST=900.0 DIST ELEV DIST ELEV 0 5837.78 185 5842.09 277 5840.10 449 5835.82 630 5838.02 900 5841.47 ROUTE MCUNGE ID=51 HYD NO=30.51 INFLOW ID=7 DT=0.0 L=8763 FT NS=0 SLOPE=0.005 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=51 CODE=5 * ************************************************************************* *S ROUTE 30.91 THRU LOWER 30 IN NATURAL ARROYO TO 30.9 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5792.02 MAX ELEV=5809.13 CH SLOPE=0.023 FP SLOPE=0.023 N=0.035 DIST=700.0 DIST ELEV DIST ELEV 0 5812.39 101 5806.02 218 5800.05 304 5795.17 348 5792.02 376 5793.83 457 5799.95 570 5807.93 700 5809.13 ROUTE MCUNGE ID=5 HYD NO=30.5 INFLOW ID=51 DT=0.0 L=2903 FT NS=0 SLOPE=0.023 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=5 * ************************************************************************* *S*** SUB-BASIN 30 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.006 K=0.7 LENGTH=1600 FT SLOPE=0.006 K=2.0 LENGTH=9286 FT SLOPE=0.0111 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=30 DA= 0.588 SQ MI PER A=95 PER B=5 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 30 TO 30.5 TO GET 30.9 ADD HYD ID=9 HYD NO=30.9 ID I=1 ID II=5 PRINT HYD ID=9 CODE=1 *S ************************************************************************* *S *************** TOTAL FLOW OUT OF BOCA NEGRA PART OF QUAIL RANCH *S ADD 30.9 TO 20.8 TO GET 20.75 *S ADD HYD ID=7 HYD NO=20.75 ID I=9 ID II=8 PRINT HYD ID=7 CODE=1 * *S ************************************************************************* *S ROUTE 20.75 THRU 32 IN NATURAL ARROYO TO 32.6 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5748.37 MAX ELEV=5771.51 CH SLOPE=0.009 FP SLOPE=0.009 N=0.035 DIST=700.0 DIST ELEV DIST ELEV 0 5764.7 119 5758.15 227 5752.45 351 5748.37 476 5758.03 594 5764.93 700 5771.51 ROUTE MCUNGE ID=6 HYD NO=32.6 INFLOW ID=7 DT=0.0 L=3180 FT NS=0 SLOPE=0.009 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=5 * ************************************************************************* *S ADD BASIN 32************************ * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.012 K=0.7 LENGTH=1600 FT SLOPE=0.011 K=2.0 LENGTH=959 FT SLOPE=0.010 K=3.0 COMPUTE NM HYD ID=1 HYD NO=32 DA= 0.250 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 32 TO 20.75 TO GET 32.9 ADD HYD ID=9 HYD NO=32.9 ID I=1 ID II=6 PRINT HYD ID=9 CODE=1 *S ************************************************************************* * *S ROUTE 32.9 THRU UPPER 39 IN NATURAL ARROYO TO 39.7 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5681.92 MAX ELEV=5694.67 CH SLOPE=0.016 FP SLOPE=0.016 N=0.035 DIST=490.0 DIST ELEV DIST ELEV 0 5694.40 76 5691.91 153 5688.85 244 5683.15 294 5681.92 339 5685.05 403 5690.03 490 5694.67 ROUTE MCUNGE ID=5 HYD NO=39.5 INFLOW ID=9 DT=0.0 L=1800 FT NS=0 SLOPE=0.016 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* ************************************************************************* *S*** SUB-BASIN 33 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.01 K=0.7 LENGTH=1600 FT SLOPE=0.009 K=2.0 LENGTH=10392 FT SLOPE=0.009 K=3.0 Kn=.033 CR=0.61 COMPUTE NM HYD ID=1 HYD NO=33 DA= 0.731 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S*** SUB-BASIN 35 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.004 K=0.7 LENGTH=1600 FT SLOPE=0.006 K=2.0 LENGTH=11265 FT SLOPE=0.008 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=2 HYD NO=35 DA= 0.616 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 33 TO 35 TO GET 35.8 *S ADD HYD ID=8 HYD NO=35.8 ID I=1 ID II=2 PRINT HYD ID=8 CODE=1 * *S ************************************************************************* *S ROUTE 35.8 THRU UPPER 39 IN NATURAL ARROYO TO 36.6 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5766.06 MAX ELEV=5778.83 CH SLOPE=0.013 FP SLOPE=0.013 N=0.035 DIST=700.0 DIST ELEV DIST ELEV 0 5774.95 177 5770.03 320 5766.17 361 5766.06 408 5769.73 494 5778.01 555 5778.83 700 5775.56 ROUTE MCUNGE ID=7 HYD NO=36.7 INFLOW ID=8 DT=0.0 L=2020 FT NS=0 SLOPE=0.013 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=7 CODE=5 * ************************************************************************* *S*** SUB-BASIN 36 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.012 K=0.7 LENGTH=1600 FT SLOPE=0.008 K=2.0 LENGTH=5646 FT SLOPE=0.015 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=36 DA= 0.407 SQ MI PER A=98 PER B=0 PER C=0 PER D=2 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 35.8 TO 36 TO GET 36.6 *S ADD HYD ID=6 HYD NO=36.6 ID I=1 ID II=7 PRINT HYD ID=6 CODE=1 * *S ************************************************************************* *S ROUTE 36.6 THRU MID 39 IN NATURAL ARROYO TO 39.7 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5714.17 MAX ELEV=5716.23 CH SLOPE=0.015 FP SLOPE=0.015 N=0.035 DIST=600.0 DIST ELEV DIST ELEV 0 5716.58 50 5715.99 98 5715.76 137 5715.92 301 5714.17 417 5715.74 536 5715.06 600 5716.23 ROUTE MCUNGE ID=4 HYD NO=39.4 INFLOW ID=6 DT=0.0 L=1884 FT NS=0 SLOPE=0.015 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=4 CODE=1 * ************************************************************************* *S ADD 32.9 TO 39.4 TO GET 39.7 *S ADD HYD ID=7 HYD NO=39.7 ID I=5 ID II=4 PRINT HYD ID=7 CODE=1 * *S ************************************************************************* *S ROUTE 39.7 THRU LOWER 39 IN NATURAL ARROYO TO 39.8 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5687.82 MAX ELEV=5701.09 CH SLOPE=0.0156 FP SLOPE=0.0156 N=0.035 DIST=500.0 DIST ELEV DIST ELEV 0 5696.81 76 5694.05 174 5692.95 250 5687.82 339 5693.72 432 5699.97 500 5701.09 ROUTE MCUNGE ID=6 HYD NO=39.6 INFLOW ID=7 DT=0.0 L=2583 FT NS=0 SLOPE=0.0156 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 39 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.015 K=0.7 LENGTH=1600 FT SLOPE=0.015 K=2.0 LENGTH=5883 FT SLOPE=0.002 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=2 HYD NO=39 DA= 0.341 SQ MI PER A=99 PER B=0 PER C=0 PER D=1 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 39.6 TO 39 TO GET 39.8 *S ADD HYD ID=8 HYD NO=39.8 ID I=2 ID II=6 PRINT HYD ID=8 CODE=1 * *S ************************************************************************* *S*** SUB-BASIN 40A **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.033 K=0.7 LENGTH=1600 FT SLOPE=0.013 K=2.0 LENGTH=2012 FT SLOPE=0.016 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=40A DA= 0.107 SQ MI PER A=88 PER B=2 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 40A TO 39.8 TO GET 40A.9 *S ADD HYD ID=9 HYD NO=40A.9 ID I=1 ID II=8 PRINT HYD ID=9 CODE=1 * *S ************************************************************************* *S ROUTE 40A.9 THRU 40 IN NATURAL ARROYO TO 40.5 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5636.01 MAX ELEV=5641.34 CH SLOPE=0.0097 FP SLOPE=0.0097 N=0.035 DIST=600.0 DIST ELEV DIST ELEV 0 5643.37 111 5641.34 223 5638.84 301 5636.01 448 5641.12 600 5639.78 ROUTE MCUNGE ID=6 HYD NO=40.6 INFLOW ID=9 DT=0.0 L=2390 FT NS=0 SLOPE=0.0097 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 40 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.052 K=0.7 LENGTH=1600 FT SLOPE=0.020 K=2.0 LENGTH=2836 FT SLOPE=0.026 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=40 DA= 0.356 SQ MI PER A=88 PER B=2 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 40 TO 40A.9 TO GET 40.5 *S ADD HYD ID=5 HYD NO=40.5 ID I=1 ID II=6 PRINT HYD ID=5 CODE=1 * *S ************************************************************************* *S ROUTE 40.5 THRU UPPER 41A IN NATURAL ARROYO TO 41A.9 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5518.27 MAX ELEV=5549.49 CH SLOPE=0.032 FP SLOPE=0.032 N=0.035 DIST=400.0 DIST ELEV DIST ELEV 0 5546.63 70 5541.99 134 5529.86 200 5518.27 228 5519.99 260 5530.34 322 5545.97 400 5549.49 ROUTE MCUNGE ID=61 HYD NO=41A.61 INFLOW ID=5 DT=0.0 L=4947 FT NS=0 SLOPE=0.032 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=61 CODE=1 * ************************************************************************* *S ROUTE 40.5 THRU LOWER 41A IN NATURAL ARROYO TO 41A.9 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5457.93 MAX ELEV=5504.28 CH SLOPE=0.017 FP SLOPE=0.017 N=0.035 DIST=400.0 DIST ELEV DIST ELEV 0 5485.62 37 5499.76 75 5504.28 121 5489.83 155 5469.83 201 5457.93 233 5470.10 265 5490.19 288 5499.91 336 5502.91 400 5504.19 ROUTE MCUNGE ID=6 HYD NO=41A.6 INFLOW ID=61 DT=0.0 L=1702 FT NS=0 SLOPE=0.017 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 41A **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.022 K=0.7 LENGTH=1600 FT SLOPE=0.014 K=2.0 LENGTH=6215 FT SLOPE=0.036 K=3.0 Kn=.033 CR=0.50 COMPUTE NM HYD ID=1 HYD NO=41A DA= 0.453 SQ MI PER A=70 PER B=0 PER C=30 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 41A TO 40.5 TO GET 41A.9 *S ADD HYD ID=9 HYD NO=41A.9 ID I=1 ID II=6 PRINT HYD ID=9 CODE=1 * *S ************************************************************************* ************************************************************************* *S*** SUB-BASIN 37 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.012 K=0.7 LENGTH=1600 FT SLOPE=0.010 K=2.0 LENGTH=10600 FT SLOPE=0.008 K=3.0 Kn=.033 CR=0.55 COMPUTE NM HYD ID=1 HYD NO=37 DA= 0.590 SQ MI PER A=91 PER B=0 PER C=2 PER D=7 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ROUTE 37 THRU 34 IN NATURAL ARROYO TO 34.6 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5769.66 MAX ELEV=5778.71 CH SLOPE=0.005 FP SLOPE=0.005 N=0.035 DIST=500.0 DIST ELEV DIST ELEV 0 5778.71 99 5771.79 180 5769.8 249 5769.66 340 5769.9 500 5775.36 ROUTE MCUNGE ID=5 HYD NO=34.5 INFLOW ID=1 DT=0.0 L=4007 FT NS=0 SLOPE=0.005 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* *S*** SUB-BASIN 34 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.010 K=0.7 LENGTH=1600 FT SLOPE=0.003 K=2.0 LENGTH=1557 FT SLOPE=0.007 K=3.0 COMPUTE NM HYD ID=2 HYD NO=34 DA= 0.129 SQ MI PER A=91 PER B=0 PER C=2 PER D=7 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 *S ************************************************************************* *S ADD 34 TO 34.5 TO GET 34.6 *S ADD HYD ID=6 HYD NO=34.6 ID I=5 ID II=2 PRINT HYD ID=6 CODE=1 * *S ************************************************************************* *S ROUTE 34.6 THRU 38 IN NATURAL ARROYO TO 34.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5749.96 MAX ELEV=5753.54 CH SLOPE=0.014 FP SLOPE=0.014 N=0.035 DIST=500.0 DIST ELEV DIST ELEV 0 5750.07 77 5749.96 177 5753.54 211 5751.74 251 5750.83 287 5752.19 394 5753.47 500 5751.61 ROUTE MCUNGE ID=5 HYD NO=38.5 INFLOW ID=6 DT=0.0 L=2678 FT NS=0 SLOPE=0.014 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* *S*** SUB-BASIN 38A **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.010 K=0.7 LENGTH=1373 FT SLOPE=0.008 K=2.0 COMPUTE NM HYD ID=1 HYD NO=38A DA= 0.075 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ROUTE 38A THRU 38 IN NATURAL ARROYO TO 34.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5742.94 MAX ELEV=5751.34 CH SLOPE=0.014 FP SLOPE=0.014 N=0.035 DIST=650.0 DIST ELEV DIST ELEV 0 5751.34 136 5745.99 243 5743.74 326 5742.94 440 5745.94 517 5747.36 650 5743.89 ROUTE MCUNGE ID=2 HYD NO=38.2 INFLOW ID=1 DT=0.0 L=3283 FT NS=0 SLOPE=0.014 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=2 CODE=1 * ************************************************************************* *S ADD 38.2 TO 38.5 TO GET 34.3 *S ADD HYD ID=3 HYD NO=34.3 ID I=2 ID II=5 PRINT HYD ID=3 CODE=1 * *S ************************************************************************* *S*** SUB-BASIN 38 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.012 K=0.7 LENGTH=1600 FT SLOPE=0.022 K=2.0 LENGTH=960 FT SLOPE=0.012 K=3.0 COMPUTE NM HYD ID=1 HYD NO=38 DA= 0.131 SQ MI PER A=96 PER B=4 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 *S ************************************************************************* *S ADD 38 TO 34.3 TO GET 38.4 *S ADD HYD ID=4 HYD NO=38.4 ID I=1 ID II=3 PRINT HYD ID=4 CODE=1 * *S ************************************************************************* *S ROUTE 38.4 THRU 42 IN NATURAL ARROYO TO 42.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5692.77 MAX ELEV=5703.76 CH SLOPE=0.03 FP SLOPE=0.03 N=0.035 DIST=500.0 DIST ELEV DIST ELEV 0 5703.76 112 5700.06 214 5695.01 251 5692.77 288 5695.93 348 5700.22 410 5701.04 500 5702.54 ROUTE MCUNGE ID=6 HYD NO=42.6 INFLOW ID=4 DT=0.0 L=4626 FT NS=0 SLOPE=0.030 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S*** SUB-BASIN 42 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.020 K=0.7 LENGTH=1600 FT SLOPE=0.025 K=2.0 LENGTH=4881 FT SLOPE=0.030 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=1 HYD NO=42 DA= 0.576 SQ MI PER A=90 PER B=0 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* *S ADD 42 TO 38.9 TO GET 42.3 *S ADD HYD ID=3 HYD NO=42.3 ID I=1 ID II=6 PRINT HYD ID=3 CODE=1 * *S ************************************************************************* *S*** SUB-BASIN 42A **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.055 K=0.7 LENGTH=1600 FT SLOPE=0.040 K=2.0 LENGTH=2240 FT SLOPE=0.033 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=1 HYD NO=42A DA= 0.317 SQ MI PER A=90 PER B=0 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* *S ADD 42 TO 38.9 TO GET 42A.4 *S ADD HYD ID=4 HYD NO=42A.4 ID I=1 ID II=3 PRINT HYD ID=4 CODE=1 * *S ************************************************************************* *S ROUTE 42A.4 THRU UPPER 41B IN NATURAL ARROYO TO 41B.52 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5556.25 MAX ELEV=5561.32 CH SLOPE=0.0195 FP SLOPE=0.0195 N=0.035 DIST=400.0 DIST ELEV DIST ELEV 0 5561.13 62 5558.07 199 5556.25 288 5558.06 400 5561.32 ROUTE MCUNGE ID=51 HYD NO=41B.51 INFLOW ID=4 DT=0.0 L=2296 FT NS=0 SLOPE=0.0195 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=51 CODE=1 * ************************************************************************* *S ROUTE 41B.52 THRU MID 41B IN NATURAL ARROYO TO 41B.5 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5482.02 MAX ELEV=5532.32 CH SLOPE=0.18 FP SLOPE=0.18 N=0.035 DIST=400.0 DIST ELEV DIST ELEV 0 5530.30 53 5531.12 112 5527.73 199 5482.02 294 5527.84 400 5532.32 ROUTE MCUNGE ID=52 HYD NO=41B.52 INFLOW ID=51 DT=0.0 L=370 FT NS=0 SLOPE=0.18 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=52 CODE=1 * ************************************************************************* *S ROUTE 41B.5 THRU LOWER 41B IN NATURAL ARROYO TO 41B.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5451.32 MAX ELEV=5462.04 CH SLOPE=0.016 FP SLOPE=0.016 N=0.035 DIST=300.0 DIST ELEV DIST ELEV 0 5462.04 103 5452.05 150 5451.32 219 5452.73 300 5457.13 ROUTE MCUNGE ID=5 HYD NO=41B.5 INFLOW ID=52 DT=0.0 L=1760 FT NS=0 SLOPE=0.016 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* *S*** SUB-BASIN 41B **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.020 K=0.7 LENGTH=1600 FT SLOPE=0.020 K=2.0 LENGTH=2167 FT SLOPE=0.044 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=1 HYD NO=41B DA= 0.137 SQ MI PER A=70 PER B=0 PER C=30 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* *S ADD 41B TO 42A.4 TO GET 41B.3 *S ADD HYD ID=3 HYD NO=41B.3 ID I=1 ID II=5 PRINT HYD ID=3 CODE=1 * *S ************************************************************************* *S*** SUB-BASIN 43A **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.038 K=0.7 LENGTH=1600 FT SLOPE=0.034 K=2.0 LENGTH=4762 FT SLOPE=0.037 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=2 HYD NO=43A DA= 0.186 SQ MI PER A=80 PER B=10 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 * *S ************************************************************************* *S ADD 43A TO 41B.3 TO GET 43A.6 *S ADD HYD ID=6 HYD NO=43A.6 ID I=2 ID II=3 PRINT HYD ID=6 CODE=1 * *S ************************************************************************* *S ADD 43A.6 TO 41A.9 TO GET 41A.7 *S ADD HYD ID=7 HYD NO=41A.7 ID I=6 ID II=9 PRINT HYD ID=7 CODE=1 * *S ************************************************************************* *S ROUTE 41A.7 THRU 43 IN NATURAL ARROYO TO 43.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5412.0 MAX ELEV=5437.18 CH SLOPE=0.009 FP SLOPE=0.009 N=0.035 DIST=600.0 DIST ELEV DIST ELEV 0 5437.18 131 5420.64 248 5414.98 300 5412.0 362 5413.9 488 5419.34 600 5424.41 ROUTE MCUNGE ID=5 HYD NO=43.5 INFLOW ID=7 DT=0.0 L=4200 FT NS=0 SLOPE=0.009 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* *S*** SUB-BASIN 43 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.0204 K=0.7 LENGTH=1600 FT SLOPE=0.009 K=2.0 LENGTH=3052 FT SLOPE=0.017 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=1 HYD NO=43 DA= 0.170 SQ MI PER A=80 PER B=10 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* *S ADD 43 TO 41A.7 TO GET 43.3 *S ADD HYD ID=3 HYD NO=43.3 ID I=1 ID II=5 PRINT HYD ID=3 CODE=1 * *S ************************************************************************* *S ************************************************************************* *S*** SUB-BASIN 44 **** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.049 K=0.7 LENGTH=1600 FT SLOPE=0.040 K=2.0 LENGTH=8103 FT SLOPE=0.025 K=3.0 Kn=.033 CR=0.51 COMPUTE NM HYD ID=5 HYD NO=44 DA= 0.409 SQ MI PER A=90 PER B=0 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=5 CODE=1 *S ************************************************************************* *S ADD 44 TO 61.6 TO GET 44.8 * ADD HYD ID=8 HYD NO=44.8 ID I=5 ID II=3 PRINT HYD ID=8 CODE=1 * *S ************************************************************************* * *S*** SUB-BASIN 61 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.04 K=0.7 LENGTH=1600 FT SLOPE=0.008 K=2.0 LENGTH=308 FT SLOPE=0.044 K=3.0 COMPUTE NM HYD ID=3 HYD NO=61 DA= 0.04846 SQ MI PER A=80 PER B=10 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=3 CODE=1 * ************************************************************************* * *S ADD 61 TO 44 TO GET 61.4 * ADD HYD ID=4 HYD NO=61.4 ID I=8 ID II=3 PRINT HYD ID=4 CODE=1 * ************************************************************************* ************************************************************************* * *S ROUTE 61.4 THRU 60 IN NATURAL ARROYO TO 60.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5354 MAX ELEV=5360 CH SLOPE=0.013 FP SLOPE=0.0194 N=0.035 DIST=369.0 DIST ELEV DIST ELEV 0 5360 45 5359 89 5356 105 5355 133 5354 150 5354 177 5354 210 5355 295 5357 349 5359 369 5360 ROUTE MCUNGE ID=3 HYD NO=60.3 INFLOW ID=4 DT=0.0 L=1205 FT NS=0 SLOPE=0.0194 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=3 CODE=1 * ************************************************************************* *S*** SUB-BASIN 60 **** * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.065 K=0.7 LENGTH=1600 FT SLOPE=0.026 K=2.0 LENGTH=1310 FT SLOPE=0.016 K=3.0 COMPUTE NM HYD ID=1 HYD NO=60 DA= 0.11036 SQ MI PER A=100 PER B=0 PER C=0 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* * *S ADD 60 TO 44.8 TO GET 60.20 *S ADD HYD ID=6 HYD NO=60.6 ID I=1 ID II=3 PRINT HYD ID=6 CODE=1 * *S ************************************************************************* * *S ROUTE THRU 4-60" PIPES IN SCENIC BLVD - IP3 ********************* *S ROUTE RESERVOIR COMMAND WAS USED TO ROUTE THRU MULTIPLE PIPES IN SCENIC * ROUTE RESERVOIR ID=19 HYD=60.19 INFLOW ID=6 CODE=5 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0.0 0.000 5339.8 0.23 0.001 5340 32 0.200 5341 111 0.452 5342 229 0.775 5343 374 1.185 5344 535 1.682 5345 700 2.435 5346 1190 3.181 5346.7 PRINT HYD ID=19 CODE=5 * ************************************************************************* * *S*** Basin Contributing to INFLOW POINT 2 (IP2) ****************** * ************************************************************************* *S*** SUB-BASIN 46C * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=1 ISLOPE=-1 LENGTH=330 FT SLOPE=0.023 K=1.0 COMPUTE NM HYD ID=1 HYD NO=46C DA= 0.0025 SQ MI PER A=90 PER B=00 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=1 ************************************************************************* * *S ROUTE 46C THRU 62 IN NATURAL ARROYO TO 62.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5372.6 MAX ELEV=5375 CH SLOPE=0.0141 FP SLOPE=0.015 N=0.035 DIST=172.0 DIST ELEV DIST ELEV 0 5375 73 5374 91 5373 109 5372.6 142 5373 157 5374 172 5375 ROUTE MCUNGE ID=3 HYD NO=62.3 INFLOW ID=1 DT=0.0 L=2596 FT NS=0 SLOPE=0.015 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=3 CODE=1 * ********************************************************************** * *S*** SUB-BASIN 62 * COMPUTE LT TP LCODE=1 USDI BUREAU OF RECLAMATION LAG TIME EQUATION NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=1600 FT SLOPE=0.015 K=2.0 LENGTH=708 FT SLOPE=0.009 K=3.0 COMPUTE NM HYD ID=2 HYD NO=62 DA= 0.06722 SQ MI PER A=80 PER B=10 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=1 * ********************************************************************** * *S ADD 61.4 TO 62 TO GET 62.5 * ADD HYD ID=1 HYD NO=62.1 ID I=2 ID II=3 PRINT HYD ID=1 CODE=1 * *S ************************************************************************* ************************************************************************* *S APPLY NO SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.00 * ************************************************************************* * *S THE TRAILS SUBDIVISION *S OUTFLOW RESTRICTED TO 62 CFS AT UNIVERSE AND AVENIDA DE JAMITO * ************************************************************************* *S RECALL HYD FROM THE TRAILS SUBDIVISION *S RECALL HYD ID=99 HYD=BYPASS.ROUTE.K DT= .100000 HRS DA= 1.0536 SQ MI PEAK= 60.718CFS RO= 1.3592 INCHES NO PTS=600 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 2.066 35.012 45.415 47.520 51.159 54.044 56.146 57.431 58.230 58.915 59.490 59.932 60.231 60.418 60.547 60.637 60.693 60.718 60.716 60.695 60.659 60.612 60.557 60.494 60.426 60.354 60.278 60.199 60.117 60.032 59.946 59.857 59.767 59.675 59.582 59.488 59.392 59.296 59.199 59.101 59.003 58.903 58.804 58.703 58.602 58.500 58.398 58.295 58.191 58.086 57.981 57.876 57.770 57.662 57.552 57.441 57.326 57.208 56.909 56.388 55.855 55.180 54.215 53.381 52.834 52.221 51.798 51.322 50.935 50.532 50.146 49.791 49.468 49.159 48.832 48.521 48.232 47.893 47.580 47.327 47.047 46.743 46.462 46.200 45.916 45.646 45.394 45.118 44.858 44.614 44.347 44.074 43.796 43.493 43.212 42.904 42.592 42.303 42.020 41.748 41.452 41.172 40.883 40.609 40.358 40.112 39.876 39.614 39.369 39.139 38.891 38.655 38.440 38.201 37.979 37.772 37.574 37.381 37.165 36.958 36.772 36.562 36.393 36.234 36.011 35.797 35.628 35.437 35.232 35.029 34.808 34.598 34.407 34.221 34.041 33.865 33.664 33.472 33.302 33.105 32.945 32.796 32.610 32.427 32.233 32.049 31.911 31.745 31.575 31.420 31.240 31.071 30.917 30.770 30.625 30.482 30.342 30.177 30.018 29.879 29.739 29.607 29.446 29.296 29.159 29.028 28.900 28.772 28.620 28.474 28.371 28.240 28.075 27.952 27.825 27.572 27.308 27.056 26.807 26.519 26.213 25.894 25.536 25.192 24.857 24.538 24.194 23.793 23.410 23.035 22.691 22.381 22.089 21.803 21.511 21.200 20.854 20.510 20.241 19.934 19.509 19.115 18.697 18.355 18.045 17.687 17.366 17.074 16.789 16.536 16.289 16.042 15.671 15.037 14.483 14.020 13.573 13.089 12.637 12.135 11.689 11.292 10.870 10.437 10.086 9.818 9.524 9.278 9.083 8.871 7.958 6.399 5.329 4.840 4.555 4.321 4.134 3.981 3.841 3.728 3.634 3.545 3.463 3.394 3.324 3.260 3.204 3.146 3.093 3.045 2.997 2.951 2.910 2.868 2.828 2.792 2.754 2.719 2.685 2.652 2.619 2.588 2.557 2.527 2.498 2.469 2.441 2.414 2.386 2.359 2.333 2.307 2.282 2.257 2.232 2.208 2.184 2.160 2.136 2.113 2.090 2.068 2.045 2.024 2.002 1.979 1.958 1.936 1.916 1.896 1.876 1.856 1.836 1.816 1.797 1.778 1.759 1.741 1.722 1.704 1.686 1.668 1.651 1.633 1.616 1.599 1.582 1.565 1.549 1.532 1.516 1.500 1.484 1.469 1.453 1.438 1.423 1.408 1.393 1.379 1.364 1.350 1.336 1.321 1.307 1.293 1.280 1.266 1.253 1.240 1.227 1.214 1.202 1.189 1.177 1.164 1.152 1.140 1.129 1.117 1.105 1.094 1.083 1.071 1.060 1.049 1.039 1.028 1.017 1.007 .996 .986 .976 .966 .956 .946 .936 .927 .917 .908 .899 .890 .880 .871 .863 .854 .845 .836 .828 .819 .811 .803 .795 .787 .779 .771 .763 .755 .748 .740 .732 .725 .718 .711 .703 .696 .689 .682 .675 .669 .662 .655 .649 .642 .636 .629 .623 .617 .611 .604 .598 .592 .586 .581 .575 .569 .563 .558 .552 .547 .541 .536 .531 .525 .520 .515 .510 .505 .500 .495 .490 .485 .480 .476 .471 .466 .462 .457 .453 .448 .444 .439 .435 .431 .426 .422 .418 .414 .410 .406 .402 .398 .394 .390 .386 .383 .379 .375 .371 .368 .364 .361 .357 .354 .350 .347 .343 .340 .337 .333 .330 .327 .324 .321 .317 .314 .311 .308 .305 .302 .299 .296 .294 .291 .288 .285 .282 .280 .277 .274 .272 .269 .266 .264 .261 .259 .256 .254 .251 .249 .246 .244 .242 .239 .237 .235 .232 .230 .228 .226 .224 .221 .219 .217 .214 .212 .210 .208 .206 .204 .202 .200 .198 .196 .194 .193 .191 .189 .187 .185 .184 .182 .180 .178 .177 .175 .173 .172 .170 .168 .167 .164 .163 .161 .159 .158 .156 .155 .154 .152 .151 .149 .148 .146 .145 .144 .142 .141 .140 .138 .137 .136 .134 .133 .132 .131 .129 .128 .127 .126 .124 .123 .122 .121 .120 .119 .118 .116 .115 .113 .112 .111 .110 .109 .108 .107 .106 .105 .104 .103 .102 .101 .100 .099 .098 .097 .096 .096 .095 ************************************************************************* * *S ROUTE 99 IN 36" PIPE IN UNIVERSE TO GET 47.19 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.019 DIAM=3.0 FT N=0.013 ROUTE MCUNGE ID=7 HYD NO=47.7 INFLOW ID=99 DT=0.0 HR LENGTH=1532 FT NS=0 SLOPE=0.019 CODE=5 PRINT HYD ID=7 CODE=5 * ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.05 * ************************************************************************* ************************************************************************* *S*** SUB-BASIN 47B STATE LAND PROPERTY *** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.026 K=0.7 LENGTH=936 FT SLOPE=0.012 K=1.0 COMPUTE NM HYD ID=5 HYD NO=47B DA=0.0305 SQ MI PER A=90 PER B=0 PER C=10 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=5 CODE=1 * ************************************************************************* * *S*** SUB-BASIN 46B APS HIGH SCHOOL PROPERTY *** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=1600 FT SLOPE=0.02 K=2.0 LENGTH=745 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=3 HYD NO=APS DA=0.113 SQ MI PER A=0 PER B=22 PER C=25 PER D=53 TP=0.0 MASSRAIN=-1 PRINT HYD ID=3 CODE=1 * ************************************************************************* * *S*** ADD 47B TO 46B TO GET 46B.6 * ADD HYD ID=6 HYD NO=46B.6 ID I=5 ID II=3 PRINT HYD ID=6 CODE=1 * ************************************************************************* ************************************************************************* * *S*** ROUTE -46B.6 THRU APS POND TO DISCHARGE 4.5 CFS TO UNIVERSE SD * ROUTE RESERVOIR ID=4 HYD=46B.4 INFLOW ID=6 CODE=5 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0.01 0.0004 5375 0.03 0.1097 5376 4.45 0.4827 5377 4.46 1.0921 5378 4.47 1.9496 5379 4.48 3.2565 5380 4.49 4.9487 5381 4.50 8.2 5382 PRINT HYD ID=4 CODE=5 * ************************************************************************* * *S ADD 46B.6 TO 46B.4 TO GET 46B.8 *S ADD HYD ID=8 HYD NO=46B.8 ID I=7 ID II=4 PRINT HYD ID=8 CODE=1 * * ************************************************************************* * *S ROUTE 46B.8 IN 36" PIPE IN UNIVERSE TO GET 46.18 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.008 DIAM=3.0 FT N=0.013 ROUTE MCUNGE ID=18 HYD NO=46.18 INFLOW ID=8 DT=0.0 HR LENGTH=1902 FT NS=0 SLOPE=0.008 CODE=5 PRINT HYD ID=18 CODE=5 * ************************************************************************* * *S ADD 46.18 TO 62.1 TO GET 46.9 * ADD HYD ID=9 HYD NO=46.9 ID I=18 ID II=1 PRINT HYD ID=9 CODE=1 * * ************************************************************************* * *S ROUTE 46.9 IN 72" IN SCENIC * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.0085 DIAM=6.0 FT N=0.013 ROUTE MCUNGE ID=2 HYD NO=IP2 INFLOW ID=9 DT=0.0 HR LENGTH=868 FT NS=0 SLOPE=0.0085 CODE=5 PRINT HYD ID=2 CODE=5 * ************************************************************************* * *S*********************************************************************** *S ADD IP2 TO IP3 TO GET 60.20 * ADD HYD ID=20 HYD NO=60.20 ID I=2 ID II=19 PRINT HYD ID=20 CODE=1 * * ************************************************************************* ************************************************************************* * *S ADD OFFSITE VISTA VIEJA (VV) SUB-BASIN - INFLOW POINT IP4 * *S*** SUB-BASIN 86 - BASIN E IN VV DRAINAGE REPORT *S*** INCLUDES 10 AC DEVELOPED VV * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.065 K=0.7 LENGTH=1600 FT SLOPE=0.038 K=2.0 LENGTH=4852 FT SLOPE=0.028 K=3.0 Kn=.033 CR=0.51 COMPUTE NM HYD ID=1 HYD NO=86.1 DA=0.248 SQ MI PER A=84 PER B=1 PER C=11 PER D=4 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=5 * ************************************************************************* *S ROUTE THRU 48" SD - IP4 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.02 DIAM=4.0 FT N=0.013 ROUTE MCUNGE ID=10 HYD NO=IP4 INFLOW ID=1 DT=0.0 HR LENGTH=2620 FT NS=0 SLOPE=0.02 CODE=5 PRINT HYD ID=10 CODE=5 * ************************************************************************* *S INFLOW POINT IP5 *S ONSITE BASINS VV1 UNITS 2 AND PART OF UNIT 3 * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=1600 FT SLOPE=0.02 K=2.0 LENGTH=150 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=1 HYD NO=VV1.23 DA=0.0894 SQ MI PER A=0 PER B=20 PER C=20 PER D=60 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=5 * ************************************************************************* *S ROUTE THRU 48" SD - IP5 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.015 DIAM=4.0 FT N=0.013 ROUTE MCUNGE ID=11 HYD NO=IP5 INFLOW ID=1 DT=0.0 HR LENGTH=2060 FT NS=0 SLOPE=0.015 CODE=5 PRINT HYD ID=11 CODE=5 * ************************************************************************* *S ADD OFFSITE VISTA VIEJA (VV2) SUB-BASIN - INFLOW POINT IP6 *S*** SUB-BASIN 83 & 83A - BASIN E IN D DRAINAGE REPORT *S INCLUDES PARTS OF UNIT 4 & 1 ************************************************************************* *S*** SUB-BASIN 83 * * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.058 K=0.7 LENGTH=1600 FT SLOPE=0.061 K=2.0 LENGTH=9817 FT SLOPE=0.0326 K=3.0 Kn=.033 CR=0.61 COMPUTE NM HYD ID=1 HYD NO=83 DA=0.538 SQ MI PER A=89 PER B=0 PER C=10 PER D=1 TP=0.0 MASSRAIN=-1 PRINT HYD ID=1 CODE=5 * ************************************************************************* *S*** SUB-BASIN 83A * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.031 K=0.7 LENGTH=1600 FT SLOPE=0.043 K=2.0 LENGTH=2172 FT SLOPE=0.0355 K=3.0 Kn=.033 CR=.5 COMPUTE NM HYD ID=2 HYD NO=83A DA=0.137 SQ MI PER A=89 PER B=0 PER C=10 PER D=1 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=5 * ************************************************************************* *S ADD 83 TO 83A TO GET 83A.3 *S ADD HYD ID=3 HYD NO=83A.3 ID I=1 ID II=2 PRINT HYD ID=3 CODE=1 * *S ************************************************************************* *S*** ONSITE SUB-BASIN VV2 - PARTS OF UNITS 4 & 1 * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.006 K=0.7 LENGTH=1600 FT SLOPE=0.011 K=2.0 LENGTH=130 FT SLOPE=0.013 K=3.0 COMPUTE NM HYD ID=2 HYD NO=VV2.41 DA=0.0373 SQ MI PER A=0 PER B=20 PER C=20 PER D=60 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=5 * ************************************************************************* *S ADD VV.41 TO 83A.3 TO GET 83A.4 *S ADD HYD ID=4 HYD NO=83A.4 ID I=3 ID II=2 PRINT HYD ID=4 CODE=1 * *S ************************************************************************* *S ROUTE THRU 60" TO IP6 * * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.028 DIAM=5.0 FT N=0.013 ROUTE MCUNGE ID=12 HYD NO=IP6 INFLOW ID=4 DT=0.0 HR LENGTH=2865 FT NS=0 SLOPE=0.028 CODE=5 PRINT HYD ID=12 CODE=5 ************************************************************************* *S ADD IP5 TO IP5 AND IP6 TO GET 86.2 *S ADD HYD ID=2 HYD NO=86.2 ID I=12 ID II=11 PRINT HYD ID=2 CODE=1 * *S ************************************************************************* *S ADD IP4 TO 86.2 TO GET 86.45 *S ADD HYD ID=45 HYD NO=86.45 ID I=2 ID II=10 PRINT HYD ID=45 CODE=1 * *S ************************************************************************* * *S ADD 62.20 (IP3) TO 86.45 (IP4, 5 & 6) TO GET 86.70 *S ADD HYD ID=7 HYD NO=86.70 ID I=45 ID II=20 PRINT HYD ID=7 CODE=1 * *S ************************************************************************* * *S ************************************************************************* ******************************************************************************** ** DETENTION BASIN ** AMAFCA BOCA NEGRA DAM ** ROUTE 46B.4 THROUGH DAM TO GET 51.6 OUTFLOW TO DOWN CANYON PIPE ******************************************************************************** *S TOTAL OUTFLOW FROM BOCA NEGRA DETENTION FACILITY ROUTE RESERVOIR ID=14 HYD=51.6 INFLOW ID=7 CODE=2 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0 0.0 5323 18 0.86 5324 31 1.78 5325 40 2.99 5326 62 4.51 5327 106 6.46 5328 226 8.97 5329 430 12.16 5330 479 16.37 5331 513 21.62 5332 545 27.74 5333 574 34.67 5334 602 42.83 5335 629 52.31 5336 655 62.75 5337 679 74.19 5338 684 76.49 5338.2 1438 86.29 5339 3699 99.27 5340 6830 113.10 5341 10683 127.90 5342 15192 143.55 5343 20320 160.17 5344 26006 178.15 5345 32315 197.56 5346 39208 218.35 5347 46624 240.56 5348 PRINT HYD ID=14 CODE=0 * ****************************************************************************** * *S DIVIDE SURFACE FLOW FROM PIPE FLOW * DIVIDE HYD ID=14 Q=372 ID=80 HYD=PIPE.80 ID=90 HYD=SURF.90 PRINT HYD ID=80 CODE=1 PRINT HYD ID=90 CODE=1 * ************************************************************************* ************************************************************************* ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.05 * ************************************************************************* *S *S ADD BASINS DRAINING INTO THE TEMPORARY PONDS ALONG UNSER BLVD * ************************************************************************* ************************************************************************* ************************************************************************* *S * COMPUTE HYD FOR SUB-BASIN 3 ************************************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=0 LENGTH=400 SLOPE=0.013 K=.7 LENGTH=1600 SLOPE=0.013 K=1 LENGTH=1250 SLOPE=0.013 K=2 COMPUTE NM HYD ID=3 HYD NO=3 DA=0.0957 SQ MI PER A=97 PER B=0 PER C=0 PER D=3 TP=0.0 MASS RAIN=-1 PRINT HYD ID=3 CODE=5 ************************************************************************** * *S ROUTE SUB-BASIN 3 THRU UNSER TEMP POND A * ROUTE RESERVOIR ID=1 HYD=4.9 INFLOW ID=3 CODE=2 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0.0 0.0 5337 4.4 0.114 5338 6.7 0.493 5339 7.6 1.086 5340 8.5 1.779 5341 PRINT HYD ID=1 CODE=5 * ************************************************************************** * * COMPUTE HYD FOR SUB-BASIN 4 ************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=0 LENGTH=400 SLOPE=0.017 K=.7 LENGTH=1053 SLOPE=0.017 K=1 COMPUTE NM HYD ID=4 HYD NO=4 DA=0..0282 SQ MI PER A=98 PER B=0 PER C=0 PER D=2 TP=0.0 MASS RAIN=-1 PRINT HYD ID=4 CODE=5 ************************************************************************** * *S ADD ROUTED FLOW FROM TEMP POND A TO SUB-BASIN 4 * *S ADD SUB-BASINS 3 AND 4 * ADD HYD ID=2 HYD NO=4.2 ID I=1 ID II=4 PRINT HYD ID=2 CODE=1 * ************************************************************************** ************************************************************************** * *S ROUTE THRU UNSER TEMP POND B * ROUTE RESERVOIR ID=1 HYD=5.9 INFLOW ID=2 CODE=2 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0.0 0.0 5333 0.01 0.16 5334 2.6 0.50 5335 5.1 0.71 5335.5 8.0 0.918 5336 PRINT HYD ID=1 CODE=5 * ************************************************************************** ************************************************************************** * *S ROUTE THRU 24"IN ALMENDRA PL * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.011 DIAM=2.0 FT N=0.013 ROUTE MCUNGE ID=2 HYD NO=5.92 INFLOW ID=1 DT=0.0 HR LENGTH=48.6 FT NS=0 SLOPE=0.011 CODE=5 PRINT HYD ID=2 CODE=5 * ************************************************************************** * COMPUTE HYD FOR SUB-BASIN 5 ************************************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=0 LENGTH=400 SLOPE=0.017 K=.7 LENGTH=1600 SLOPE=0.017 K=1 LENGTH=2000 SLOPE=0.017 K=2 COMPUTE NM HYD ID=5 HYD NO=5 DA=0.0940 SQ MI PER A=98 PER B=0 PER C=0 PER D=2 TP=0.0 MASS RAIN=-1 PRINT HYD ID=5 CODE=5 * ************************************************************************* *S *S ADD ROUTED FLOW FROM TEMP POND B TO SUB-BASIN 5 ADD HYD ID=1 HYD NO=5.1 ID I=2 ID II=5 PRINT HYD ID=1 CODE=1 * ************************************************************************* * *S ROUTE THRU UNSER TEMP POND C * ROUTE RESERVOIR ID=3 HYD=5.93 INFLOW ID=1 CODE=2 OUTFLOW(CFS) STORAGE(AC FT) ELEV (FT) 0.0 0.0 5329 1.3 0.173 5330 5.7 0.509 5331 12 0.946 5332 19.7 1.211 5333 PRINT HYD ID=3 CODE=5 * ************************************************************************ *S APPLY NO SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.00 * ************************************************************************* * ************************************************************************** *S RECALL HYD FROM SAD 228 POND 4 * *S RECALL HYD ID=14 HYD=POND4A DT= .050000 HRS DA= .0205 SQ MI PEAK= 18.038CFS RO= 1.4138 INCHES NO PTS=503 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .020 .091 .228 .402 .568 .709 .826 .908 .922 .917 1.110 1.922 4.102 7.064 10.145 11.550 13.447 15.337 16.809 17.708 18.038 18.026 17.734 17.205 16.542 15.798 15.014 14.211 13.388 12.542 11.685 10.840 10.027 7.066 3.940 2.143 1.856 1.674 1.516 1.375 1.250 1.138 1.040 .952 .874 .804 .740 .684 .634 .589 .550 .515 .485 .458 .433 .410 .389 .370 .352 .336 .323 .312 .302 .293 .285 .278 .272 .267 .262 .257 .253 .250 .247 .244 .241 .240 .239 .238 .236 .234 .232 .229 .228 .227 .227 .228 .229 .230 .231 .231 .231 .232 .233 .234 .236 .238 .239 .240 .241 .243 .244 .245 .246 .248 .250 .251 .253 .251 .239 .219 .198 .181 .170 .162 .157 .153 .151 .148 .147 .145 .144 .143 .143 .141 .140 .139 .138 .137 .136 .135 .135 .134 .133 .133 .132 .132 .131 .131 .131 .130 .130 .129 .128 .128 .127 .126 .126 .126 .126 .125 .125 .124 .123 .124 .123 .122 .122 .122 .122 .121 .121 .120 .120 .120 .120 .119 .118 .118 .117 .117 .117 .117 .117 .117 .116 .115 .115 .115 .115 .114 .114 .113 .113 .113 .113 .113 .112 .111 .111 .110 .110 .110 .110 .109 .109 .109 .109 .109 .108 .107 .107 .107 .106 .106 .106 .106 .106 .106 .106 .105 .104 .104 .104 .104 .103 .103 .103 .102 .102 .101 .101 .101 .101 .101 .101 .101 .101 .101 .100 .099 .099 .099 .099 .098 .098 .098 .098 .098 .097 .097 .096 .096 .096 .096 .096 .096 .095 .095 .095 .095 .095 .094 .093 .093 .093 .093 .093 .093 .093 .093 .092 .092 .092 .092 .091 .091 .091 .090 .090 .090 .090 .090 .090 .090 .090 .089 .089 .089 .088 .088 .088 .088 .088 .087 .087 .088 .087 .087 .086 .086 .085 .085 .086 .087 .087 .086 .086 .085 .084 .083 .083 .083 .084 .084 .084 .084 .084 .083 .083 .083 .083 .082 .082 .082 .082 .081 .081 .081 .081 .081 .081 .081 .080 .080 .081 .081 .081 .080 .080 .079 .079 .078 .079 .079 .079 .079 .079 .078 .078 .078 .078 .078 .078 .077 .077 .077 .077 .077 .076 .076 .076 .077 .077 .076 .075 .075 .075 .075 .074 .075 .075 .076 .076 .076 .075 .075 .074 .073 .072 .072 .073 .073 .073 .074 .074 .074 .073 .072 .072 .072 .073 .072 .072 .072 .072 .072 .071 .071 .072 .072 .071 .071 .071 .071 .071 .071 .070 .070 .069 .069 .069 .070 .070 .070 .070 .069 .069 .069 .069 .069 .069 .068 .068 .068 .068 .068 .068 .068 .068 .068 .067 .067 .067 .067 .067 .067 .067 .067 .066 .066 .067 .066 .066 .065 .066 .066 .066 .065 .065 .066 .066 .066 .065 .065 .064 .064 .064 .064 .064 .065 .065 .066 .065 .065 .064 .064 .064 .064 .064 .064 .064 .063 .062 .062 .062 .062 .062 .061 .054 .043 .032 .022 .016 .012 .009 .008 .007 .006 .005 .004 .004 .003 .003 .002 .002 .002 .001 .001 ************************************************************************* *S *S ADD SAD 228 POND 4 OUTFLOW TO TEMP POND C OUTFLOW ADD HYD ID=4 HYD NO=200.3 ID I=3 ID II=14 PRINT HYD ID=4 CODE=1 * ************************************************************************* * *S RECALL HYD FROM SAD 228 POND 5 * *S RECALL HYD ID=12 HYD=POND5 DT= .050000 HRS DA= .1489 SQ MI PEAK= 36.968CFS RO= 1.5473 INCHES NO PTS=600 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .004 .016 .042 .087 .155 .246 .358 .485 .621 .767 .948 1.234 1.765 2.740 4.748 9.594 15.707 21.217 25.243 28.978 31.229 33.174 34.808 35.892 36.174 36.404 36.589 36.734 36.842 36.915 36.956 36.968 36.957 36.926 36.881 36.825 36.760 36.687 36.608 36.524 36.436 36.344 36.248 36.149 36.048 35.944 35.837 35.519 35.090 34.659 34.228 33.796 33.364 32.934 32.504 32.077 31.651 31.229 30.808 30.391 29.977 29.567 29.160 28.736 28.129 27.535 26.951 26.379 25.818 25.269 24.730 24.203 23.686 23.180 22.685 22.201 21.726 21.263 20.809 20.366 19.932 19.508 18.867 18.173 17.507 16.868 16.255 15.668 15.105 14.565 14.047 13.551 13.076 12.620 12.183 11.766 11.365 10.982 10.615 10.263 9.927 9.605 9.296 9.001 8.718 8.448 8.189 7.941 7.700 7.466 7.236 7.010 6.789 6.573 6.363 6.159 5.961 5.771 5.587 5.411 5.241 5.078 4.921 4.770 4.625 4.486 4.352 4.223 4.099 3.990 3.934 3.879 3.825 3.772 3.719 3.668 3.617 3.567 3.519 3.471 3.424 3.378 3.332 3.288 3.244 3.201 3.159 3.118 3.077 3.037 2.998 2.960 2.922 2.885 2.849 2.813 2.778 2.744 2.710 2.677 2.644 2.613 2.581 2.551 2.520 2.491 2.462 2.433 2.405 2.378 2.350 2.324 2.298 2.272 2.247 2.223 2.199 2.175 2.152 2.129 2.106 2.084 2.062 2.041 2.020 1.999 1.979 1.959 1.940 1.921 1.902 1.883 1.865 1.847 1.829 1.812 1.795 1.779 1.762 1.746 1.730 1.715 1.700 1.684 1.670 1.655 1.641 1.627 1.613 1.600 1.586 1.573 1.560 1.548 1.535 1.523 1.511 1.499 1.487 1.476 1.464 1.453 1.442 1.431 1.421 1.410 1.400 1.390 1.380 1.371 1.361 1.352 1.342 1.333 1.324 1.315 1.307 1.298 1.290 1.281 1.273 1.265 1.257 1.249 1.241 1.233 1.226 1.219 1.211 1.204 1.197 1.190 1.183 1.177 1.170 1.163 1.157 1.150 1.144 1.138 1.132 1.126 1.120 1.114 1.108 1.103 1.097 1.091 1.086 1.080 1.075 1.070 1.065 1.060 1.055 1.050 1.045 1.040 1.035 1.030 1.026 1.021 1.016 1.012 1.007 1.003 .999 .994 .990 .986 .982 .978 .974 .970 .966 .962 .959 .955 .951 .947 .943 .940 .936 .932 .929 .926 .922 .919 .916 .912 .909 .906 .903 .899 .896 .893 .890 .887 .884 .881 .878 .875 .872 .869 .866 .864 .861 .858 .856 .853 .850 .848 .845 .842 .840 .837 .835 .832 .830 .827 .825 .823 .820 .818 .816 .813 .811 .809 .806 .804 .802 .800 .797 .795 .793 .791 .789 .787 .784 .782 .780 .778 .776 .775 .773 .771 .769 .767 .765 .763 .761 .759 .757 .755 .753 .752 .750 .748 .746 .744 .743 .741 .739 .737 .736 .734 .732 .730 .729 .727 .726 .724 .722 .721 .719 .718 .716 .714 .713 .711 .710 .708 .706 .705 .704 .702 .701 .699 .698 .696 .695 .693 .692 .690 .689 .687 .686 .685 .683 .682 .681 .679 .678 .676 .675 .674 .672 .671 .670 .668 .667 .666 .664 .663 .662 .660 .659 .658 .657 .655 .654 .653 .652 .651 .649 .648 .647 .645 .644 .643 .642 .641 .640 .639 .638 .637 .636 .634 .633 .632 .631 .630 .629 .627 .626 .625 .624 .622 .620 .617 .612 .606 .599 .591 .582 .573 .563 .554 .544 .534 .525 .515 .506 .496 .487 .478 .469 .460 .451 .442 .433 .425 .417 .408 .400 .392 .384 .377 .369 .362 .355 .347 .340 .333 .327 .320 .314 .307 .301 .295 .289 .283 .277 .271 .266 .260 .255 .250 .245 .240 .235 .230 .225 .221 .216 .211 .207 .203 .199 .195 .191 .187 .183 .179 .175 .172 .168 .165 .161 .158 .155 .151 .148 .145 .142 .139 .136 .134 .131 .128 .125 .123 .120 .118 .115 .113 .111 .108 .106 .104 .102 .100 .098 .096 .094 .092 .090 .088 .086 .084 .083 .081 .079 .078 .076 .074 .073 .071 .070 .068 .067 .066 .064 .063 ************************************************************************* *S *S ADD SAD 228 POND 4 & 5 OUTFLOW TO TEMP POND C OUTFLOW ADD HYD ID=1 HYD NO=201.1 ID I=4 ID II=12 PRINT HYD ID=1 CODE=1 * ************************************************************************* * *S ROUTE 201.1 IN 54" SD IN UNSER BLVD TO GET 201.7 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.0112 DIAM=4.5 FT N=0.013 ROUTE MCUNGE ID=7 HYD NO=102.7 INFLOW ID=1 DT=0.0 HR LENGTH=730 FT NS=0 SLOPE=0.0112 CODE=5 PRINT HYD ID=7 CODE=5 * ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.05 * ************************************************************************* *S *S COMPUTE UNSER BLVD RUNOFF SOUTH OF KIMMICK TO BOCA NEGRA DAM * * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.005 K=0.7 LENGTH=770 FT SLOPE=0.005 K=2.0 COMPUTE NM HYD ID=6 HYD NO=6 DA=0.01166 SQ MI PER A=0 PER B=0 PER C=15 PER D=85 TP=0.0 MASSRAIN=-1 PRINT HYD ID=6 CODE=1 * ************************************************************************* * *S ADD TOTAL FLOWS FROM UNSER BLVD ADD HYD ID=2 HYD NO=6.2 ID I=7 ID II=6 PRINT HYD ID=2 CODE=1 * ************************************************************************* * *S ADD PIPE.80 TO 6.2 TO GET PIPE.1 * ADD HYD ID=1 HYD NO=PIPE.1 ID I=80 ID II=2 PRINT HYD ID=1 CODE=1 * ************************************************************************** ************************************************************************* * *S ROUTE PIPE.1 IN 60" SD TO GET PIPE.2 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.015 DIAM=5.0 FT N=0.013 ROUTE MCUNGE ID=8 HYD NO=PIPE.2 INFLOW ID=1 DT=0.0 HR LENGTH=640 FT NS=0 SLOPE=0.015 CODE=5 PRINT HYD ID=8 CODE=5 * ************************************************************************* * *S ROUTE PIPE.2 IN 54" SD TO GET PIPE.3 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.0881 DIAM=4.5 FT N=0.013 ROUTE MCUNGE ID=1 HYD NO=PIPE.3 INFLOW ID=8 DT=0.0 HR LENGTH=1147 FT NS=0 SLOPE=0.0881 CODE=5 PRINT HYD ID=1 CODE=5 * ************************************************************************* * *S ROUTE PIPE.3 IN 60" SD TO GET PIPE.4 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.02 DIAM=5.0 FT N=0.013 ROUTE MCUNGE ID=8 HYD NO=PIPE.4 INFLOW ID=1 DT=0.0 HR LENGTH=949 FT NS=0 SLOPE=0.02 CODE=5 PRINT HYD ID=8 CODE=5 * ************************************************************************* ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.09 * ************************************************************************* ************************************************************************* *S*** SUB-BASIN 71 DOWNSTREAM OF THE DAM *** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=1600 FT SLOPE=0.02 K=2.0 LENGTH=800 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=5 HYD NO=71 DA=0.07675 SQ MI PER A=80 PER B=0 PER C=20 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=5 CODE=5 * ************************************************************************* * *S ADD SURFACE FLOW FROM DAM TO BASIN 71 TO GET 71.5 * *S ADD BASIN 71 to PIPE.2 TO GET 70.9 * ADD HYD ID=6 HYD NO=71.6 ID I=5 ID II=90 PRINT HYD ID=6 CODE=1 * ************************************************************************* * *S ADD 71.6 to PIPE.2 TO GET 70.9 * ADD HYD ID=9 HYD NO=70.9 ID I=6 ID II=8 PRINT HYD ID=9 CODE=1 * ************************************************************************* ************************************************************************* *S APPLY NO SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.00 * ************************************************************************* * ************************************************************************* * *S RECALL HYD FROM THE VOLCANO HEIGHTS MODEL (BOCA NEGRA ARROYO SOUTH BRANCH) *S RECALL HYD ID= 2 HYD= 102.00 DT= .050000 HRS DA= 1.6400 SQ MI PEAK= 378.544CFS RO= .3847 INCHES NO PTS=340 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1.009 9.899 32.824 63.396 90.963 109.803 118.751 119.115 113.134 103.107 91.039 81.968 97.947 149.940 227.995 295.915 342.675 368.910 378.544 375.650 363.734 345.685 323.866 300.290 276.692 253.626 231.248 209.969 190.200 172.161 155.820 141.030 127.642 115.523 104.556 94.638 85.701 77.771 70.968 65.162 59.974 55.161 50.785 46.796 43.156 39.835 36.850 34.361 32.647 31.381 30.209 29.084 28.002 26.961 25.961 24.998 24.073 23.182 22.326 21.502 20.709 19.947 19.213 18.507 17.828 17.174 16.545 15.940 15.357 14.797 14.257 13.737 13.237 12.756 12.292 11.846 11.417 11.003 10.605 10.222 9.852 9.497 9.155 8.825 8.507 8.201 7.907 7.623 7.350 7.087 6.833 6.589 6.353 6.127 5.908 5.698 5.495 5.299 5.111 4.930 4.755 4.586 4.424 4.267 4.116 3.971 3.831 3.696 3.565 3.440 3.319 3.202 3.090 2.981 2.877 2.776 2.679 2.585 2.494 2.407 2.323 2.242 2.164 2.088 2.016 1.946 1.878 1.813 1.750 1.689 1.631 1.574 1.520 1.467 1.416 1.367 1.320 1.274 1.231 1.188 1.147 1.108 1.070 1.033 .997 .963 .930 .898 .867 .838 .809 .781 .754 .729 .704 .680 .657 .634 .613 .592 .571 .552 .533 .515 .498 .481 .464 .449 .433 .419 .404 .391 .378 .365 .352 .340 .329 .318 .305 .293 .283 .274 .265 .256 .247 .239 .231 .223 .216 .209 .202 .195 .188 .182 .176 .170 .164 .159 .154 .148 .144 .139 .134 .130 .125 .121 .117 .113 .109 .106 .102 .099 .096 .092 .089 .086 .084 .081 .078 .075 .073 .070 .066 .062 .060 .058 .057 .055 .053 .051 .050 .048 .046 .045 .043 .042 .041 .039 .038 .037 .036 .034 .033 .032 .031 .030 .029 .028 .027 .026 .026 .025 .024 .023 .022 .022 .021 .020 .020 .019 .018 .018 .017 .017 .016 .016 .015 .015 .014 .014 .013 .013 .012 .012 .012 .011 .011 .010 .010 .010 .009 .009 .009 .009 .008 .008 .008 .008 .007 .007 .007 .007 .006 .006 .006 .006 .006 .005 .005 .005 .005 .005 .005 .004 .004 .004 .004 .004 .002 .001 .001 .001 .001 ************************************************************************* * *S ROUTE THE BOCA NEGRA ARROYO SOUTH BRANCH FLOWS THRU 72" IN EMERALD DR * * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=-1 SLP=0.021 DIAM=6.0 FT N=0.013 ROUTE MCUNGE ID=5 HYD NO=70.5 INFLOW ID=2 DT=0.0 HR LENGTH=1347 FT NS=0 SLOPE=0.021 CODE=5 PRINT HYD ID=5 CODE=1 ************************************************************************* ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.09 * ************************************************************************* ************************************************************************* *S *S*** SUB-BASIN 70 EAST OF SAD 227 *** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=400 FT SLOPE=0.072 K=0.7 LENGTH=1580 FT SLOPE=0.072 K=2.0 COMPUTE NM HYD ID=4 HYD NO=70 DA=0.06914 SQ MI PER A=80 PER B=0 PER C=20 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=4 CODE=5 * ************************************************************************* *S *S ADD BASIN 70 to ROUTED BOCA NEGRA ARROYO SOUTH BRANCH * ADD HYD ID=6 HYD NO=70.6 ID I=4 ID II=5 PRINT HYD ID=6 CODE=1 * ************************************************************************* * *S ADD ALL FLOWS AT THE CONFLUENCE WITH BOCA NEGRA ARROYO * ADD HYD ID=7 HYD NO=71.7 ID I=6 ID II=9 PRINT HYD ID=7 CODE=1 * ************************************************************************* * *S ROUTE 71.7 IN 72 TO GET 72.6 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5164.49 MAX ELEV=5167.54 CH SLOPE=0.008 FP SLOPE=0.008 N=0.035 DIST=137 DIST ELEV DIST ELEV 0 5167.54 20 5165.67 41 5166.80 77 5165.39 81 5164.71 92 5164.49 99 5165.64 137 5166.10 ROUTE MCUNGE ID=6 HYD NO=72.6 INFLOW ID=7 DT=0.0 L=1805 FT NS=0 SLOPE=0.008 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=6 CODE=1 * ************************************************************************* *S APPLY NO SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.00 * ************************************************************************* ************************************************************************* * *S RECALL HYD FROM SAD 228 POND 6 * RECALL HYD ID=19 HYD=POND6 DT= .050000 HRS DA= .0654 SQ MI PEAK= 50.659CFS RO= 1.5488 INCHES NO PTS=539 FLOW RATES .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .002 .012 .049 .137 .296 .533 .841 1.202 1.585 1.956 2.303 2.701 3.408 4.947 8.041 12.321 18.906 24.765 30.903 36.022 39.406 41.514 43.269 44.579 48.727 50.659 48.563 44.986 44.498 43.781 42.862 41.773 40.543 39.204 37.551 34.501 31.620 28.909 25.345 22.281 19.653 16.660 14.038 12.007 10.418 9.161 8.152 7.158 6.362 5.742 5.246 4.836 4.491 4.193 3.932 3.699 3.490 3.300 3.127 2.967 2.820 2.684 2.558 2.442 2.334 2.234 2.141 2.054 1.974 1.899 1.830 1.766 1.706 1.650 1.598 1.550 1.505 1.464 1.426 1.390 1.358 1.328 1.300 1.274 1.250 1.228 1.207 1.189 1.172 1.158 1.144 1.131 1.120 1.109 1.099 1.091 1.084 1.079 1.074 1.070 1.066 1.063 1.060 1.057 1.055 1.053 1.051 1.050 1.048 1.043 1.029 1.007 .975 .937 .895 .853 .813 .777 .745 .718 .696 .677 .662 .649 .639 .630 .622 .614 .608 .601 .595 .589 .584 .579 .574 .569 .565 .561 .557 .553 .548 .544 .540 .536 .533 .529 .526 .522 .519 .517 .514 .512 .510 .508 .506 .504 .502 .500 .498 .496 .495 .493 .491 .489 .488 .486 .485 .483 .481 .479 .478 .476 .474 .473 .472 .471 .470 .468 .467 .465 .464 .462 .461 .459 .458 .456 .455 .454 .453 .451 .450 .448 .446 .445 .444 .442 .441 .440 .439 .438 .437 .436 .434 .433 .431 .430 .429 .428 .427 .426 .425 .424 .423 .422 .420 .419 .418 .417 .416 .414 .413 .412 .410 .409 .408 .407 .406 .405 .405 .404 .403 .402 .401 .400 .399 .398 .397 .396 .395 .394 .393 .392 .391 .390 .388 .387 .386 .385 .384 .384 .383 .383 .382 .381 .380 .379 .377 .376 .375 .374 .374 .373 .372 .372 .371 .370 .369 .368 .367 .366 .365 .364 .363 .362 .362 .361 .361 .360 .359 .358 .357 .356 .355 .354 .353 .352 .352 .351 .351 .350 .349 .348 .347 .346 .346 .346 .345 .345 .345 .344 .343 .341 .339 .338 .337 .337 .337 .336 .336 .336 .335 .334 .333 .332 .332 .331 .330 .329 .328 .327 .327 .326 .326 .325 .325 .324 .324 .323 .323 .322 .322 .321 .320 .319 .318 .317 .317 .316 .316 .316 .315 .314 .314 .313 .313 .312 .311 .310 .310 .309 .308 .308 .307 .307 .306 .306 .305 .304 .303 .302 .301 .301 .301 .301 .301 .301 .301 .301 .300 .299 .297 .296 .295 .294 .294 .294 .294 .293 .293 .292 .292 .291 .291 .290 .289 .289 .288 .288 .287 .287 .287 .286 .286 .286 .285 .285 .284 .284 .283 .282 .281 .281 .280 .280 .279 .279 .279 .279 .278 .278 .277 .277 .276 .275 .275 .274 .274 .273 .273 .273 .273 .272 .272 .271 .271 .270 .270 .269 .269 .268 .268 .267 .267 .266 .266 .265 .264 .264 .264 .263 .263 .263 .263 .263 .262 .262 .261 .260 .259 .258 .258 .258 .258 .259 .259 .259 .259 .258 .257 .257 .256 .256 .255 .254 .253 .252 .251 .250 .249 .245 .238 .226 .209 .188 .165 .143 .122 .104 .088 .075 .064 .055 .048 .042 .038 .034 .030 .028 .025 .023 .021 .019 .018 .016 .015 .014 .013 .011 .011 .010 .009 .008 .008 .007 .006 .006 .005 .005 .005 .004 .004 .003 .003 .003 .003 .002 .002 .002 .002 .002 .002 .001 .001 .001 ************************************************************************* * ************************************************************************* *S APPLY SEDIMENT BULKING FACTOR SEDIMENT BULK CODE=1 BULKING FACTOR = 1.09 * ************************************************************************* *S *S*** SUB-BASIN 72 DOWNSTREAM OF CONFLUENCE WITH SOUTH BRANCH *** * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=355 FT SLOPE=0.02 K=0.7 LENGTH=1645 FT SLOPE=0.02 K=2.0 LENGTH=260 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=2 HYD NO=72 DA=0.16708 SQ MI PER A=80 PER B=0 PER C=20 PER D=0 TP=0.0 MASSRAIN=-1 PRINT HYD ID=2 CODE=5 * ************************************************************************* * *S ADD OUTFLOW FROM POND 6 TO BASIN 72 * ADD HYD ID=1 HYD NO=72.1 ID I=19 ID II=2 PRINT HYD ID=1 CODE=1 * ************************************************************************* * *S ADD ALL FLOWS AT TESUQUE DR *S ADD 72.1 TO 72.6 TO GET 72.3 * ADD HYD ID=3 HYD NO=72.3 ID I=1 ID II=6 PRINT HYD ID=3 CODE=1 * ************************************************************************* * *S ROUTE 72.3 IN 73.1 TO GET 73.1.5 * * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5149.46 MAX ELEV=5162.40 CH SLOPE=0.006 FP SLOPE=0.006 N=0.035 DIST=149 DIST ELEV DIST ELEV 0 5162.40 17 5157.28 25 5156.08 35 5151.92 75 5149.46 112 5150.98 132 5156.42 149 5157.55 ROUTE MCUNGE ID=5 HYD NO=73.1.5 INFLOW ID=3 DT=0.0 L=1380 FT NS=0 SLOPE=0.006 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=1 * ************************************************************************* * *S*** SUB-BASIN 73.1 * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=3 ISLOPE=-1 LENGTH=355 FT SLOPE=0.02 K=0.7 LENGTH=1645 FT SLOPE=0.02 K=2.0 LENGTH=260 FT SLOPE=0.02 K=3.0 COMPUTE NM HYD ID=4 HYD NO=73.1 DA=0.12879 SQ MI PER A=10 PER B=20 PER C=30 PER D=40 TP=0.0 MASSRAIN=-1 PRINT HYD ID=4 CODE=5 * ************************************************************************* * *S ADD 72.3 TO 73.1 TO GET 73.1.2 * ADD HYD ID=2 HYD NO=73.1.2 ID I=4 ID II=5 PRINT HYD ID=2 CODE=1 * ************************************************************************* * *S ROUTE 73.1.2 THRU 73.2 TO GET 73.2.5 * COMPUTE RATING CURVE CID=1 VS NO=1 NO SEGS=1 MIN ELEV=5149.46 MAX ELEV=5162.40 CH SLOPE=0.004 FP SLOPE=0.004 N=0.035 DIST=149 DIST ELEV DIST ELEV 0 5144.26 23 5143.43 39 5138.80 68 5137.16 110 5138.29 132 5144.34 149 5144.48 ROUTE MCUNGE ID=5 HYD NO=73.2.5 INFLOW ID=2 DT=0.0 L=1060 FT NS=0 SLOPE=0.004 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 PRINT HYD ID=5 CODE=5 * ************************************************************************* * *S *S*** SUB-BASIN 73.2 * COMPUTE LT TP LCODE=1 UPLAND/LAG TIME TRANSITION METHOD NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.02 K=0.7 LENGTH=865 FT SLOPE=0.02 K=2.0 COMPUTE NM HYD ID=4 HYD NO=73.2 DA=0.05105 SQ MI PER A=10 PER B=20 PER C=30 PER D=40 TP=0.0 MASSRAIN=-1 PRINT HYD ID=4 CODE=5 * ************************************************************************* *S ADD 73.2 TO 73.2.5 TO GET 73.2.1 *S TOTAL FLOWS UPSTREAM END OF SAN ILDEFONSO DR * ADD HYD ID=1 HYD NO=73.2.1 ID I=4 ID II=5 PRINT HYD ID=1 CODE=1 * ************************************************************************* ************************************************************************* FINISH *************************************************************************