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HomeMy WebLinkAboutCT 83-19; Calavera Creek at Rancho Mobile Home Pk; Hydrology Study; 1991-09-14HYDROLOGIC STUDY FOR THE DESIGN OF DETENTION AND DESILTING FACILITY ON CALAVERA CREEK AT RANCHO MOBILE HOME PARK jtzn C - - IN THE CITY OF CARLSBAD, CALIFORNIA W.O. # 346-34 I, TABLE OF CONTEN'l'S INTRODUCTION.................................................. 1 HYDRAULIC CALCULATIONS........................................ 2 DESILTING BASIN CALCULATIONS.................................. 14 DETENTION BASIN ROUTING CALCULATIONS 10 YEAR 6 HOUR STORM ANALYSIS............................ 19 10 YEAR 24 HOUR STORM ANALYSIS........................... 23 HYDROLOGY STUDY 2 YEAR 6 HOUR DEVELOPED HYDROLOGY........................ 32 10 YEAR 6 HOUR NAT. HYDROLOGY............................ 45 10 YEAR 24 HOUR NAT. HYDROLOGY........................... 72 100 YEAR 6 HOUR DEVELOPED HYDROLOGY......................106 10 YEAR 6 HOUR DEVELOPED HYDROLOGY....................... 58 10 YEAR 24 HOUR DEVELOPED HYDROLOGY...................... 89 APPENDIX 2 YEAR 6 HOUR ISOPLWIAL.................................A-1 10 YEAR 6 HOUR ISOPLWIAL................................A-2 10 YEAR 24 HOUR ISOPLWIAL...............................A-3 RUNOFF CURVE NUMBER TABLE................................A-5 100 YEAR 6 HOURS ISOPLWIAL..............................A-4 BIBLIOGRAPHY.............................................A-? DESILTING BASIN MAP....................................MAP POCKET HYDROLOGY MAP..........................................MAP POCKET DESILTING/DETENTION PLAN...............................MAP POCKET - BM:kb 346-34 INTRODUCTION The proposed desilting/detention basin described in this report fulfills the requirements for the flood and sediment control measures outlined in the "Environmental Impact Report for Reaches 3 & 4 of Cannon Road". The construction of Calavera Hills will result in increased discharge through the existing channel, where it is the intent of this report to provide viable attenuation of the increased discharge and to mitigate the channel siltation. An important task of this study is to determine the volume of sediment that is washed down the creek during major storms. Sediment estimation is based upon the Universal Soil Loss Equation, which takes into account basin area, particle size, soil type, and ground cover. The proposed basin should have a cleanout period of two years, or after each major storm when the maximum level of deposition has been exceeded. This report uses the 10 year 6 hour and the 10 year 24 hour storms to determine the size and depth of the detention facility. Hydrograph parameters have been borrowed from the "Hydrological Study for Northeastern Carlsbad. The attenuated discharge is permitted to flow through a trapezoidal channel which is designed to convey the 100 year discharge with 1' of free board. - BMnc %34 wp:346.43D 7/11/91 - gLP-116 INTRODUCTION, CONTINUED Approximately 5.9 square miles drain into the Calavera Creek - Mobile Home Park confluence. Sub-basins draining from the north (Calavera Creek) are labeled AI through A12, and sub-basins flowing from the east are labeled L1 through L3. The construction of Calavera Hills will increase the storm water into Calavera Creek, therefore, the purpose of this study is to attenuate these flows to the predeveloped levels for both 6 hour and 24 hour, 10 year storm events; results show: CONDITION QIW) QIWQ Existing 682 CFS 1100 CFS Calavera Hills 713 CFS 1128 CFS Development Detention Basin 660 CFS 1091 CFS HYDRAULIC CALCULATIONS A detention basin built at the southwest comer of the proposed intersection of Cannon Road and College Blvd. will convey the storm flows through a combination 48 RCP riser, and 10' open channel spillway. The 48 RCP is also designed to convey low flows through a perforated dewatering pipe. The spillway is designed to safely pass the 100 year storm with no flooding to the surrounding areas. 48 RCP riser weir flow calcs: Q = C(r)dh3l2 C = Weir coeff. = 2.6 Top of riser at elev. 54' Elev. Depth J J 55 + Q1 = 2.6 (~)(4)(1)"~ = 32.6 CFS 56 + Q2 = 2.6 (~)(4)(2)~" = 92.4 CFS and elev. 5p flow into riser behaves as an orifice: Q = Ca flgh C= Entrance loss = 0.61 57 + Q = 0.61 (12.57) m. 6 (3 ) = 106.6 CFS 58 + Q = 0.61 (12.57) m.4 (4) = 123.0 CFS 58.5 + Q = 0.61 (12.57) m.4 (4.5) = 131 CFS 59 -+ Q = 0.61 (12.57) m.4 (5) = 138 CFS 59.5 + Q = 0.61 (12.57) m.4 (5.5) = 145 CFS OUTFLOW DISCHARGE TABLE II ELEV. I 48" RCP RISER I 1O'TRAPEZOID I TOTAL II DISCHARGE I CHANNEL DISCHARGE 52 0 0 0 53 0 0 0 54 0 0 0 II 55 I 24.5 CFS I 0 I 24.5 CFS 56 69.3 CFS 0 69.3 CFS 57 106 CFS 105 CFS 211 CFS 58 123 CFS 360 CFS 483 CFS 58.5 131 CFS 544 CFS 612 CFS 59 138 CFS 161 CFS 905 CFS 59.5 145 CFS 1032 CFS 1177 CFS Hydraulic caln. for trap. channel see sheets - through HYDROLOGY CALCULATIONS The curve numbers were based upon a weighted average of land use densities. The existing condition hydrology study examines the hydrologic response to the design storm under current levels of development. A thorough search of zoning maps for the City of Carlsbad, Oceanside, and Vista overlayed with the most recent Thomas Brothers Map of the area revealed the state of development within the watershed. For the "developed condition" hydrology study, sub-basins A9, A10 and A12 are affected by the Calavera Hills development, and are modified to reflect the urbanization. Table 1 lists the land use densities and curve numbers for each area. SUB-BASIN I TABLE 1 - CN WORKSHEET dpd4 LAND USE A1 Low density 87 64 86 A2 Estate 86 101 86 A3 Low-med. density 88 105 91 Estate 86 409 Low-med. density 88 33 Commercial 95 16 Med. high density 92 174 Estate 86 12 A4 Med. high density 92 88 86 Estate 86 86 Low density 87 87 Open space 85 87 Low density 87 60 Estate 86 78 Med. high density 92 29 Open space 20 Open space 85 70 A5 Low-med. density 88 38 86 A6 Low-med. density 88 133 87 A7 Med. high density 92 62 88 A8 Open space 95 77 86 Low med. density 75 101 Med. high density 92 10 Med. high density 92 22 Open space 85 154 A9 Lake 100 21 87 A10 Open space 85 230 85 A1 1 Open space 85 144 85 85 95 88 92 85 88 92 85 95 88 85 210 85 6 80 91 23 1 3 100 90 195 11 8 85 217 22 FOR DEVELOPED CONDITION: SLJB-BASIN I LAND USE I CN I AREA I WEIGHTED TABLE 2. SUMMARY OF DRAINAGE BASIN CHARACTERISTICS FOR CALAVERA LAKE CREEK BASIN BMkb %34 vp:346.63D 8/12/91 F"" L.3 =>L= /OOO, SLOPE = 400 -300 * 10% /ooo LS= 4.33 POND-2 Version: 4.04 S/N: 88020963 , .. ............................................................... * * * CALAVERA CREEK DETENTION BASIN - NEAR THE RANCHO CARLSBAD * * MOBILE HOME PARK * * 10 YEAR 6 HOUR STORM * * * * ............................................................... EXECUTED Disk Files: C:346 08-11-1991 21:05:57 .PND ; C:34610 .HYD INITIAL CONDITIONS Elevation = 52.00 ft Outflow = 5.0 cfs GIVEN POND DATA """"""""""""""" CLEVATION ( ft) """_" 52.00 53.00 54.00 55.00 56.00 57.00 58.00 58.50 59.50 59.00 OUTFLOW (cfs) """"_ 10.0 5.0 10.0 24.5 299.0 69.3 483.0 672.0 905.0 1032.0 STORAGE (ac-ft) 0.00 0.31 1.30 2.90 4.90 7.20 9.70 11.10 12.40 13.90 """"" COMPUTATIONS """"""""""""" 2S/t (cfs) """""" 0.0 377.5 90.0 842.2 1423.0 2091.0 2817.0 3223.6 4036.7 3601.1 2S/t + 0 (cfs) _"""""" 5.0 100.0 387.5 1492.3 866.7 2390.0 3300.0 3895.6 4506.1 5068.7 """"""""""""""" """"""""""""" Time increment (t) = 0.083 hrs. -POND-2 Version: 4.04 S/N: 88020963 Pond File: C:346 . PND EXECUTED: 08-11-1991 Outflow Hydrograph: C:346 Inflow Hydrograph: C:34610 .HYD . HYD - 21:16:10 INFLOW HYDROGRAPH """"""""" 1 (hrs) TIME """" 0.000 0.083 1 0.167 0.250 0.333 J 0.500 0.417 0.583 1 0.750 0.667 0.833 0.917 1 ,':,","," 1.167 1.250 J 1.333 1.417 1.583 1.500 1.750 1.667 1 1.917 1.833 2.083 2.000 I 2.167 2.250 1 2.417 2.333 2.500 2.583 2.667 J 2.750 2.833 J 3.000 2.917 3.083 3.167 3.250 3.417 3.500 1 3.583 3.667 - 1 3.333 """" " INFLOW (cfs) """" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.3 0.9 4.7 2.2 14.5 8.7 25.5 50.1 193.1 96.9 334.0 495.3 636.9 713.1 710.6 651.1 577.0 509.8 457.3 416.4 383.1 355.7 334.4 """" ROUTING COMPUTATIONS ........................... I1+12 (cfs) """"_ ""- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 6.9 3.1 13.4 23.2 40.0 75.6 147.0 290.0 527.1 1132.2 829.3 1350.0 1423.7 1361.7 1228.1 1086.7 967.0 873.7 799.5 738.8 690.1 """"_ .. ." 2S/t - 0 (cfs) """""" -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -4.9 -5.0 -4.5 -3.3 -0.2 -3.5 -0.6 10.7 36.0 91.5 218.6 939.1 481.3 1488.5 1929.4 2321.7 2496.7 2538.0 2504.3 2440.3 2373.2 2302.3 2216.0 2128.4 2047.2 """""" " ." 2S/t + 0 (cfs) ""_""" 5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -4.9 -4.5 -3.3 -0.2 6.7 9.9 22.6 50.8 111.5 238.6 1008.4 508.6 1768.4 2620.7 3279.4 3745.4 3858.4 3766.1 3591.0 3407.3 3246.9 3101.9 2954.8 2818.5 OUTFLOW (cfs) """"- 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.1 5.3 5.9 10.0 7.4 10.0 13.7 34.6 140.0 345.6 478.8 624.4 660.2 630.9 575.4 517.1 472.3 442.9 413.2 385.6 CLEVATIOIi ( ft) """"_ 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.02 52.00 52.05 52.19 53.04 52.48 53.48 54.25 56.31 55.23 57.25 57.98 58.37 58.47 58.24 58.39 58.09 57.94 57.78 57.62 57.47 .""""""""""""""" L -POND-2 Version: 4.04 S/N: 88020963 Pond File: C:346 . PND EXECUTED: 08-11-1991 Outflow Hydrograph: C:346 Inflow Hydrograph: C:34610 .HYD . HYD - 21:16:10 INFLOW HYDROGRAPH - """"""""_ TIME 1 (hrs) """" 3.750 1 3.917 3.833 4.000 4.083 1 ::z 4.333 1 4.500 4.416 4.583 4.666 1 4.750 4.833 4.916 5.000 J 5.083 5.250 5.166 1 5.333 - 5.416 5.500 5.583 5.666 5.750 5.833 5.916 6.000 6.083 6.166 .. 5.750 5.833 1 5.916 6.000 I 6.166 6.083 """"""""_ INFLOW (cfs) """" 309.3 320.6 297.6 282.7 265.6 249.4 236.2 226.1 217.5 208.8 200.0 192.1 185.8 181.1 177.1 173.1 168.9 165.0 162.0 159.9 157.7 158.6 157.1 157.3 157.3 157.2 157.8 157.6 158.7 158.2 """"""""_ ROUTING COMPUTATIONS """"""""""""""""""""""~""""- I1+12 (cfs) I (cfs) 2S/t - 0 """"_ """""" 655.0 629.9 606.9 580.3 548.3 515.0 485.6 443.7 462.4 426.3 408.8 377.9 392.1 358.2 366.9 342.0 350.2 327.0 333.9 321.9 318.5 316.3 315.0 314.4 314.3 314.5 314.9 315.4 316.0 316.9 1977.9 1921.7 1874.6 1830.6 1786.6 1748.8 1716.1 1688.7 1666.2 1646.7 1611.7 1596.5 1583.7 1573.2 1564.2 1555.8 1547.7 1540.4 1534.4 1529.7 1526.4 1524.2 1522.8 1522.0 1521.7 1521.8 1522.1 1522.5 1523.2 1628.7 2702.2 2607.8 2528.6 2454.9 2379.0 2234.5 2301.6 2132.4 2178.4 2055.5 2092.5 2020.8 1989.6 1941.9 1963.4 1923.4 1906.2 1874.7 1889.7 1862.3 1852.8 1846.0 1841.4 1838.6 1837.1 1836.5 1836.6 1838.1 1837.2 1839.4 362.1 343.1 327.0 312.1 296.2 259.2 276.4 233.1 244.9 222.9 213.4 204.5 196.6 184.4 189.8 179.6 175.2 171.0 167.2 164.0 161.6 159.8 158.6 157.9 157.5 157.4 157.4 157.8 157.6 158.1 ZLEVATIOE ( ft) """"_ 57.24 57.34 57.15 57.07 56.99 56.90 56.83 56.76 56.71 56.67 56.63 56.59 56.55 56.52 56.50 56.48 56.46 56.44 56.41 56.43 56.40 56.39 56.39 56.39 56.38 56..38 56.38 56.38 56.39 56.39 ........................... Peak Inflow Peak Outflow = 660.2 cfs = 713.1 cfs Peak Elevation = 58.47 ft - >>>>> Warning, initial pond outflow > 1st inflow ordinate. <<<<< - - POND-2 Version: 4.04 S/N: 88020963 Page 1 of 9 ............................................................... * * * CALAVERA CREEK DETENTION BASIN - NEAR THE RANCHO CARLSBAD * * 10 YEAR 24 HOUR STORM MOBILE HOME PARK * * * * * * ............................................................... EXECUTED Disk Files: C:346 08-11-1991 21:03:33 .PND ; C:346101 .HYD INITIAL CONDITIONS Elevation = 52.00 ft Outflow = 5.0 cfs GIVEN POND DATA COMPUTATIONS """"""""""""""" """"""""""""" ZLEVATION OUTFLOW ( ft) (cfs) """"_ """"_ 52.00 53.00 5.0 10.0 54.00 55.00 24.5 10.0 56.00 57.00 69.3 299.0 58.00 58.50 483.0 59.00 672.0 59.50 905.0 1032.0 """""""""_ STORAGE (ac-ft) 0.00 0.31 2.90 1.30 4.90 7.20 11.10 9.70 12.40 13.90 """"" """"" 2S/t (cfs) """""" 90.0 0.0 377.5 842.2 1423.0 2091.0 2817.0 3223.6 3601.1 4036.7 """""" Time increment (t) = 0.083 hrs. 2S/t -I 0 (cfs) """"""_ 100.0 5.0 387.5 1492.3 866.7 2390.0 3300.0 4506.1 3895.6 5068.7 """"""_ - POND-2 Version: 4.04 S/N: 88020963 Page 2 of 9 Pond File: C:346 .FWD EXECUTED: 08-11-1991 Inflow Hydrograph: C:346101 .HYD -Outflow Hydrograph: C:346 21:22:17 . HYD INFLOW HYDROGRAPH """"""""- - TIME 1 0.083 0.000 0.167 J 0.250 0.333 J 0.500 0.417 0.583 0.667 J 0.750 0.833 0.917 1.000 J 1.083 1.167 J 1.333 1.250 1.417 1.500 J 1.667 1.583 1.750 1.833 ] 1.917 2.000 1 2.167 2.083 - 2.250 2.333 2.417 1 2.500 2.583 2.750 2.667 2.833 2.917 J 3.000 3.083 3.167 3.250 3.500 3.417 1 3.583 3.667 ( hrs ) """" J 3.333 """" .-. INFLOW (cfs) """" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.7 1.3 2.2 3.3 4.8 6.7 11.8 9.0 15.0 23.0 18.8 27.8 33.5 40.3 48.6 58.1 ROUTING COMPUTATIONS ............................ I1+12 (cfs) 2S/t - 0 (cfs) "-""" """""" -"" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.4 1.0 1.9 3.4 5.5 11.5 8.2 15.7 26.8 20.8 41.7 33.8 50.8 61.3 73.8 88.8 106.7 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -4.8 -4.4 -3.5 -1.5 -1.9 -3.6 -4.6 -3.2 1.7 10.6 42.2 24.0 65.7 137.7 96.4 191.5 260.3 347.0 2S/t + 0 OUTFLOW (cfs) I (cfs) """""- """"- 5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -5.0 -4.8 -4.4 -1.5 -3.5 1.9 3.6 4.6 7.0 12.4 22.4 37.4 84 .O 57.8 116.4 211.5 157.7 280.3 367.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 3.6 4.6 5.1 5.4 5.9 6.7 10.0 9.2 10.0 10.0 10.0 10.0 7.8 3LEVATIOIi ( ft) """"_ 52.00 52 .OO 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.08 52.02 52.34 52.18 52.56 52.83 53.20 53.06 53.39 53.63 53.93 1 ""-"" -POND-2 Version: 4.04 S/N: 88020963 Page 3 of 9 Pond File: C:346 . PND EXECUTED: 08-11-1991 ;' 21:22:17 "Outflow Hydrograph: Inflow Hydrograph: INFLOW HYDROGRAPH """"""""_ - 3.750 3.833 3.917 4.000 4.083 4.167 4.250 4.333 4.416 4.500 4.583 4.750 4.666 4.833 4.916 5.000 5.083 5.166 5.250 5.333 5.416 5.500 5.583 5.666 5.750 5.833 5.916 6.000 6.083 6.166 6.250 6.333 6.416 6.500 6.583 6.666 6.750 6.833 6.916 7.000 7.083 7.166 7.250 7.333 7.416 7.500 """" " ." INFLOW (cfs) """" 68.5 80.1 93.2 111.7 133.1 159.0 191.2 231.8 282.7 422.8 345.9 514.5 614.6 719.0 822.2 1013.0 922.0 1079.0 1117.0 1127.0 1098.0 1024.0 923.8 819.9 722.3 638.1 506.4 565.8 459.4 422.5 371.1 393.6 342.1 354.9 331.6 322.8 315.2 308.5 301.9 296.7 295.2 300.1 310.5 353.5 326.5 391.0 ."""_ C:346101 .HYD C: 346 . HYD ROUTING COMPUTATIONS ........................... I1+I2 (cfs) """_" 126.6 148.6 204.9 173.3 244.8 292.1 423.0 350.2 514.5 768.7 628.6 937.3 1129.1 1333.6 1541.2 1744.2 1935.0 2092.0 2244.0 2196.0 2225.0 2122.0 1947.8 1743.7 1542.2 1360.4 1203.9 1072.2 965.8 881.9 816.1 764.7 726.0 697 .O 673.7 654.4 623.7 638.0 598.6 610.4 595.3 591.9 610.6 637.0 680.0 744.5 """"- 2S/t - 0 (c-1 """""" 448.4 564.3 696.3 847.3 1010.8 1191.4 1377.8 1504.3 1610.8 1849.8 1718.4 2028.5 2249.2 2437.3 2558.7 2586.4 2605.1 2674.4 2868.1 2777.8 2910.7 2874.6 2749.2 2602.7 2572.9 2554.8 2501.6 2434 .O 2370.5 2305.6 2150.9 2227.8 2082.0 2023.7 1975.1 1934.6 1900.7 1872.1 1825.1 1847.1 1808.1 1800.0 1804.2 1822.5 1859.0 1919.1 2S/t + 0 (cfs) .""""" 473.6 596.9 737.5 1092.1 901.2 1302.9 1541.6 1800.8 2018.8 2239.4 2787.1 2487.1 3157.6 3582.8 4302.9 3978.5 4521.4 4697.1 4870.4 5021.8 5093.1 5032.7 4492.9 4822.4 4144.9 3933.3 3573.8 3758.7 3399.8 3252.4 3121.7 2992.5 2876.9 2779.0 2629.5 2697.4 2572.6 2524.4 2482.5 2445.7 2417.0 2403.4 2410.6 2441.2 2603.5 2502.5 12.6 20.6 16.3 40.6 27.0 55.7 81.9 148.2 204.0 260.5 318.6 379.3 454.2 709.9 572.7 958.1 858.2 1011.4 1046.3 1076.8 1091.2 1079.0 1036.6 786.0 945.1 628.6 689.3 514.7 569.9 473.4 447.0 420.8 397.4 377.7 361.2 347.4 335.9 326.2 317.7 310.3 304.5 301.7 303.2 309.4 321.8 342.2 54.18 54.44 54.73 55.06 55.36 56.05 55.70 56.34 56.59 57.11 56.83 57.44 57.84 58.24 58.56 58.79 58.95 59.26 59.10 59.46 59.39 59.40 59.21 58.93 58.68 58.53 58.39 58.23 58.08 57.95 57.80 57.66 57.54 57.43 57.34 57.26 57.20 57.15 57.10 57.03 57.06 57.01 57.02 57.06 57.12 57.23 ...................... - POND-2 Version: 4.04 S/N: 88020963 Page 4 of 9 Pond File: C: 346 . PND EXECUTED: 08-11-1991 Inflow Hydrograph: C:346101 .HYD -Outflow Hydrograph: C:346 . HYD 21:22:17 INFLOW HYDROGRAPH """""-""" - 1 7.666 7.583 J 7.833 7.750 7.916 -1 8.083 8.000 8.166 8.250 J 8.333 8.416 8.500 8.583 1 8.666 8.750 J 8.916 8.833 9.000 9.083 9.250 9.166 9.333 9.416 9.500 9.583 9.666 I 9.750 - 9.833 10.000 9.916 10.083 10.166 10.250 I 10.333 10.416 10.500 10.666 10.583 10.750 10.833 J 10.916 11.000 11.083 TIME (hrs) """" - ~ 11.333 INFLOW (cfs) """" 423.5 444.7 453.2 456.1 462.2 477.c 495.6 512. C 524. E 534.1 541.1 545.5 549.7 553.7 558.9 563.9 566.2 564.3 560.5 557.2 555.6 554.3 550.6 543.4 534.1 524.9 508.7 516.5 500.6 492.1 483.8 476.8 471.7 468.0 465.6 464.5 462.5 463.9 459.7 456.0 451.5 446.2 435. C 440.7 431.; 427. C """"""""_ - ROUTING COMPUTATIONS """~"""""""""""""""""""""""- I1+12 (cfs) """". 814.9 868.6 897.9 909.3 918.3 939.2 972.6 1007.6 1036.5 1058.6 1075.2 1087.0 1095.6 1103.4 1122.8 1112.6 1130.1 1130.5 1124.8 1117.7 1112.8 1109.9 1094.0 1104.9 1077.5 1059.0 1041.4 1025.2 1009.3 992.7 975.9 960.6 939.7 948.5 933.6 930.1 926.4 928.4 922.2 915.7 897.7 907.5 886.9 876.3 858.8 866.8 """". 2S/t - 0 (CfS) """""" 1996.9 2075.2 2139.3 2184.3 2216.4 2248.0 2286.7 2330.6 2358.5 2376.8 2389.5 2398.5 2404.9 2410.1 2415.3 2421.0 2425.7 2426.2 2427.6 2423.1 2420.2 2418.0 2415.4 2410.5 2402.7 2393.1 2383.1 2373.6 2364.3 2345.2 2354.8 2336.1 2324.8 2302.1 2312.9 2293.6 2287.6 2282.7 2277.4 2270.3 2261.2 2250.0 2236.8 2222.7 2208.6 2195.5 """""" 2S/t + 0 (cfs) """""_ 2734. ( 2865.1 2973.1 3048. C 3102. C 3155.2 3220.C 3294.3 3367.1 3452. C 3417.1 3476. E 3494.1 3508.3 3522.7 3551.1 3538.1 3556.2 3552.4 3543.9 3535.9 3530.1 3522.9 3509.4 3461.7 3434.5 3408.3 3382.9 3357.0 3330.7 3305.8 3284.6 3264.5 3246.5 3232.2 3222.0 3214.0 3204.9 3193.1 3177.8 3158.9 3136.5 3113.3 3089.5 3067.4 3488.0 """""_ OUTFLOW (cfs) """"_ 395.2 368.6 416.9 432.2 443.1 453.8 481.8 466.9 504.3 520.2 531.2 539.0 549.1 544.6 553.7 558.6 564.3 562.7 560.4 563.1 556.0 557.9 553.8 549.5 534.3 542.7 525.7 517.4 509.3 501.1 492.7 484.8 479.9 475.8 472.2 469.3 467.2 465.6 463.8 461.4 454.5 458.3 450.0 445.2 440.4 436.0 X.ZVATIOI ( ft) """". 57.38 57.52 57.64 57.72 57.78 57.84 57.99 57.91 58.10 58.06 58.13 58.15 58.16 58.17 58.19 58.20 58.22 58.21 58.21 58.20 58.20 58.19 58.19 58.18 58.14 58.16 58.11 58.09 58.07 58.05 58.00 58.03 57.98 57.96 57.94 57.93 57.91 57.91 57.90 57.88 57.87 57.84 57.82 57.79 57.77 57.74 " POND-2 Version: 4.04 S/N: 88020963 Page 5 of 9 Pond File: C: 346 . PND EXECUTED: 08-11-1991 Inflow Hydrograph: C:346101 .HYD -Outflow Hydrograph: C:346 21:22:17 . HYD INFLOW HYDROGRAPH """"""""_ I ;;;;; (hrs) """" 11.583 ..- 11.666 11.750 11.833 I 12.000 ~~ 11.916 12.083 1 12.166 12.250 12.416 12.333 12.499 12.583 12.666 12.749 12.833 12.916 13.083 12.999 13.166 13.249 13.333 13.416 13.583 13.499 13.666 13.749 13.833 13.916 13.999 14.083 14.166 14.249 14.333 14.416 14.499 14.583 14.666 14.749 14.833 14.916 15.083 14.999 15.166 I I INFLOW (cfs) """" 424.4 425.2 424.1 423.2 415.6 420.9 402.6 378.6 349.7 324.5 284.0 303.4 265.6 248.5 232.5 217.5 203.4 190.3 166.3 178.0 155.5 145.5 136.3 127.8 119.8 112.2 105.0 98.2 91.8 85.8 76.3 80.6 73.1 70.1 66.8 63.5 57.0 60.3 53.9 50.9 45.5 48.1 43.1 40.9 37.0 38.9 """"_"""" ~- ROUTING COMPUTATIONS """"""""""" .-. I1+12 (cfs) ."""" 852.8 849.6 848.5 847.3 836.5 844.1 818.2 781.2 728.3 674.2 627.9 587.4 549.6 514.1 481.0 450.0 420.9 393.7 368.3 344.3 321.8 301.0 281.8 264.1 247.6 232.0 217.2 203.2 189.9 177.6 166.4 156.9 149.5 136.9 143.2 130.4 123.8 117.3 111.0 104.9 99.1 93.6 88.7 84.1 79.8 75.9 """"_ 2S/t - 0 (CfS) """""" 2184.1 2175.4 2169.5 2165.3 2153.8 2160.9 2138.6 2107.6 2057.5 1995.5 1931.0 1868.5 1808.7 1759.2 1718.8 1684.0 1652.8 1624.3 1598.0 1573.4 1550.4 1529.0 1509.2 1490.9 1473.9 1458.0 1443.0 1428.8 1415.5 1402.9 1391.3 1381.0 1372.4 1358.4 1365.1 1350.7 1338.4 1303.2 1322.4 1258.0 1281.5 1233.2 1207.7 1181.9 1156.1 1130.7 ."""""- ""_""""""""""""" 3048.3 3033.7 3023.9 3009.4 3016.8 2997.4 2972.0 2919.8 2835.9 2731.7 2623.4 2418.1 2518.4 2322.8 2240.2 2168.8 2104.9 2046.5 1992.6 1942.3 1895.2 1851.4 1810.8 1773.3 1738.5 1705.9 1675.2 1646.2 1618.8 1569.3 1593.1 1548.2 1530.5 1501.9 1515.5 1488.8 1474.5 1455.8 1433.4 1408.1 1380.6 1351.6 1321.8 1291.7 1261.7 1232.1 432.1 429.1 421-2 425.7 424.3 421.8 416.7 406.1 389.2 368.1 346.2 304.7 325.0 281.8 260.7 242.4 226.1 211.1 197.3 184.4 172.4 161.2 150.8 141.2 132.3 124.0 116.1 108.7 101.7 89.0 95.1 83.6 79.1 75.2 71.8 69.0 68.0 66.7 65.1 63.3 61.3 59.2 57.1 54.9 52.8 50.7 """"""""""- ELEVATION ( ft) ""-"" 57.72 57.71 57.69 57.70 57.68 57.67 57.64 57.58 57.49 57.38 57.26 57.14 57-03 56.93 56.75 56.83 56.68 56.62 56.56 56.50 56.45 56.40 56.35 56.31 56.27 56.24 56.20 56.17 56.14 56.09 56.11 56.06 56.04 56.03 56.01 55.99 55.97 55.94 55.91 55.87 55.82 55.78 55.73 55.68 55.63 55.58 """"_ -POND-2 Version: 4.04 S/N: 88020963 Page 6 of 9 Pond File: C:346 . PND EXECUTED: 08-11-1991 Inflow Hydrograph: C:346101 .HYD -Outflow Hydrograph: C:346 . HYD 21:22:17 INFMW HYDROGRAPH """"""""_ " 1 TIME (hrs) """" 15.249 15.333 1 15.499 15.416 15.583 15.666 1 15.749 15.833 15.916 1 15.999 16.083 16.416 16.499 1 16.583 16.666 16.749 1 16.833 . 16.916 16.999 1 17.166 17.083 17.249 1 17.416 17.333 17.499 17.583 17.833 17.916 1 17.999 18.083 18.166 I 18.249 - 18.333 18.416 1. 18.583 18.499 18.666 18.916 , 18.999 """" " INFLOW (cfs) """" 33.5 35.2 31.9 30.4 29.0 27.6 26.3 25.1 23.9 22.8 21.7 20.7 19.8 18.9 18.1 17.4 16.8 15.6 16.1 14.5 15.0 14.0 13.5 12.6 13.0 12.1 11.7 11.3 10.9 10.6 10.2 9.9 9.5 9.2 8.9 8.6 8.3 8.0 7.7 7.5 7.2 7.0 6.7 6.3 6.5 6.1 ."""_ """"_ I1+12 (cfs) """"_ 72.2 68.8 65.5 59.4 62.3 56.6 53.9 49 .O 51.4 44.5 46.7 42.4 40.5 38.7 35.5 37.0 32.9 34.2 31.7 30.6 29.5 28.5 27.5 26.5 24.7 25.6 23.9 23.0 22.3 21.5 20.8 20.1 19.4 18.7 18.1 17.5 16.9 16.3 15.2 15.8 14.2 14.7 13.7 13.3 12.8 12.4 ."""" ROUTING COMPUTATIONS "_""""""""""""""""""""- 2S/t - 0 (cfs) """""" 1105.8 1081.5 1057.8 1034.8 1012.6 970.6 991.2 950.8 931.7 913.4 895.9 879.0 862.9 833.1 847.6 819.3 805.3 790.9 776.3 761.5 746.6 731.6 716.5 701.5 686.6 671.7 656.9 627.8 642.3 599.3 613.4 585.3 571.6 544.7 558.0 531.6 518.8 493.8 506.2 481.7 469.8 458.2 446.8 435.7 424.8 414.2 ."""""_ .""""" 1203.0 1114.5 1146.9 1120.1 1094.2 1069.2 1045.2 1022.0 999.8 978.4 957.9 938.3 901.6 919.5 884.6 868.6 853.5 838.2 822.6 806.9 791.0 775.0 759.0 743.0 711.3 727.1 695.6 680.0 664.5 649.3 619.3 634.2 604.7 590.3 562.2 576.1 548.5 535.1 521.9 509 .O 484.0 496.4 471.9 460.1 448.5 437.2 .""""" 48.6 46.5 44.6 42.6 40.8 39.0 37.3 34.0 35.6 31.0 32.5 29.6 28.3 25.8 27.0 24.6 24.1 23.6 23.2 22.2 22.7 21.7 21.2 20.8 20.3 19.8 19.3 18.4 18.8 17.9 17.5 17.0 16.6 16.1 15.7 15.3 14.9 14.1 14.5 13.7 13.3 12.9 12.6 12.2 11.8 11.5 55.54 55.45 55.49 55.41 55.36 55.32 55.29 55.25 55.21 55.18 55.15 55.11 55.08 55.03 55.06 55.00 54.97 54.94 54.91 54.84 54.88 54.81 54.78 54.71 54.74 54.68 54.64 54.61 54.58 54.55 54.51 54.48 54.45 54.42 54.39 54.36 54.34 54.31 54.28 54.25 54.23 54.20 54.18 54.15 54.13 54.10 .""""""""" -POND-2 Version: 4.04 S/N: 88020963 Page 7 of 9 Pond File: C:346 . PND EXECUTED: 08-11-1991 -Outflow Hydrograph: C:346 Inflow Hydrograph: C:346101 .HYD . HYD 21:22:17 INFLOW HYDROGRAPH """"""""" TIME INFLOW (hrs) (cfs) 1 """" """" 19.083 J 19.249 19.166 19.333 19.416 J 19.583 19.499 19.666 19.749 _I 19.833 19.916 J 20.083 19.999 . 20.166 20.249 J 20.416 20.333 20.499 20.583 J 20.666 - 20.749 20.832 20.916 J 20.999 21.082 I 21.249 21.166 - 21.332 I 21.416 21.499 21.582 21.749 21.666 21.832 21.916 21.999 22.082 22.166 22.249 22.332 22.416 22.499 22.582 22.666 22.749 22.832 5.9 5.5 5.7 5.2 5.4 5.1 5.0 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.2 4.1 4.0 3.8 3.9 3.7 3.6 3.6 3.5 3.3 3.4 3.3 3.2 3.1 3.1 3.0 2.9 2.9 2.8 2.8 2.7 2.6 2.6 2.5 2.5 2.4 2.4 2.3 2.3 2.2 2.2 2.1 """"""""_ ROUTING COMPUTATIONS """"""""""""""""""""""""-""- I1+12 (cfs) """"_ 12.0 11.6 10.9 11.2 10.6 10.3 10.0 9.8 9.6 9.4 9.0 9.2 8.8 8.6 8.4 8.2 8.0 7.9 7.7 7.5 7.4 7.2 7.1 6.9 6.8 6.6 6.3 6.5 6.2 6.1 5.8 6.0 5.7 5.6 5.4 5.5 5.2 5.1 5.0 4.9 4.8 4.7 4.5 4.6 4.4 4.3 2S/t - 0 (cfs) ."""""_ 403.8 393.7 383.8 374.3 364.9 355.2 335.0 345.2 324.6 314.0 303.1 280.8 292.1 269.4 257.8 246.0 234.0 221.9 209.6 197.1 184.5 171.7 158.8 145.7 132.5 119.1 105.6 91.9 78.3 66.1 55.0 44.9 35.8 27.6 20.1 13.3 7.1 1.5 -3.7 -1.3 -3.6 -1.2 -3.5 -1.1 -3.4 -1.0 """"""""""" 426.1 404.9 415.4 394.7 384.9 375.2 365.2 355.0 344.6 334.0 323.1 300.8 312.1 277.8 289.4 266.0 254.0 229.6 241.9 217.1 204.5 191.7 178.8 165.7 152.5 139.1 125.6 111.9 98.1 72.0 84.4 50.6 60.8 41.4 33.0 25.4 18.5 12.2 6.5 3.6 1.3 1.2 3.5 3.4 1.1 1.0 11.2 10.5 10.8 10.2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 9.9 9.2 8.5 7.9 7.4 6.9 6.5 6.1 5.7 5.4 5.1 1.3 3.6 1.2 3.5 3.4 1.1 1.0 """"""""""_ ZLEVATIOE ( ft) """"_ 54.06 54.08 54.04 54.01 53.99 53.96 53.92 53.89 53.85 53.81 53.78 53.74 53.70 53.66 53.62 53.58 53.54 53.49 53.45 53.41 53.36 53.32 53.23 53.27 53.18 53.14 53.09 53.04 52.98 52.84 52.71 52.59 52.48 52.38 52.22 52.30 52.14 52.08 52.02 52.00 52.00 52.00 52.00 52.00 52.00 52.00 - POND-2 Version: 4.04 S/N: 88020963 Page 8 of 9 Pond File: C: 346 . PND EXECUTED: 08-11-1991 Inflow Hydrograph: C:346101 .HYD --Outflow Hydrograph: C:346 21:22:17 . HYD INFLOW HYDROGRAPH """"""""_ - TIME 1 22.916 22.999 23.082 J 23.166 23.249 23.332 1 23.416 23.499 1 23.666 23.582 23.832 23.749 1 23.999 23.916 24.082 1 24.249 24.166 24.332 24.416 24.499 1 24.582 24.666 1 24.832 24.749 (hrs) """" INFLOW (cfs) """" 2.1 2.0 2.0 2.0 1.9 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.6 1.6 1.5 1.6 1.5 1.5 1.4 1.4 1.3 1.4 1.3 1.3 """"""""_ - ROUTING COMPUTATIONS ........................... I1+12 (cfs) """"_ 4.2 4.1 4.1 4.0 3.9 3.8 3.7 3.6 3.6 3.5 3.4 3.3 3.3 3.2 3.1 3.1 3.0 3.0 2.9 2.8 2.8 2.7 2.7 2.6 2S/t - 0 (cfs) """""" -3.3 -0.9 -0.8 -3.2 -3.1 -0.7 -3.0 -0.6 -0.6 -2.9 -2.9 -0.5 -2.8 -0.4 -2.7 -0.4 -2.7 -0.3 -2.6 -0.2 -2.5 -0.2 -2.5 -0.1 2S/t + 0 (cfs) """""_ 3.3 0.9 3.2 0.8 3.1 0.7 3.0 0.6 2.9 0.6 2.9 0.5 2.8 0.4 2.7 0.4 2.7 0.3 2.6 0.2 2.5 0.2 2.5 0.1 OUTFLQW (cfs) """"_ 3.3 0.9 3.2 0.8 3.1 0.7 3.0 0.6 2.9 0.6 2.9 0.5 2.8 0.4 2.7 0.4 2.7 0.3 2.6 0.2 2.5 0.2 2.5 0.1 2LEVATION ( ft) ."""" 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52.00 52 .OO 52.00 52.00 52.00 52.00 52.00 ........................... Peak Outflow = 1091.2 cfs Peak Inflow = 1127.0 cfs Peak Elevation = 59.46 ft -~ >>>>> Warning, initial pond outflow > 1st inflow ordinate. <<<<< .- - ~- - .* t*.....**t.t...t**)..t.t.Ht..~*.~***~***** . * FLUX HYDRffiRAPH PACKAGE (HEC-1) SEPTEMBER 1990 t . VERSION 6.0 . - t - * RUN DATE M)/W/lWl TIME 20:53:51 * *.*. ttt.**t...tt.t.**~~**~*"*****.*~~~.* - x x xxxxxxx wxx X x xx xx xx x xx X X xxxxxxx xyu x xm x x xx X X x xx xx x x xxxxxxx XXXxx XXX X THIS PROGRAM REPLACES ALL PREVIWS VERSIONS OF HEC-1 KNDUU AS HECl (JAN 73). HEClGS, HEClDB, AND HEClKU. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FRDW THOSE USED UlTH THE 1973-STYLE INPUT STRUCTURE. THE OEFINITION OF -WSKK- ON RM-CARD UAS CHANGED UITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEU OPTIONS: DMBREAK WTFLCU SUBMERGENCE , SINGLE EVENT DAMGE CALCULATION, DSS:YRITE STlGE FREWENCY, 0SS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LDSS RA1E:GREEW AND AMP1 INFILTRATION KINEMATIC UAVE: NEU FINITE DIFFERENCE ALGORITHM LINE 1 3 2 4 5 6 7 8 9 10 12 11 14 13 16 15 17 18 20 19 21 22 23 24 26 25 27 2a 30 29 31 32 33 36 35 36 38 37 39 40 41 42 44 43 45 HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID DRAINAGE STUDY FOR NE UJADRANDT OF CARLOEM IO a INTERSECTION OF COLLGEG ELM. (L CANNON m. ID FOR ULTIMATE CONDITINS OF UATERSHED DEMLOPmNT ID 6-HOUR STORM. 2-YEAR EVENT (3462.DAl) IT 10 KK n PB IN PI PI PI BA LS UD KK n BA UD LS KK n HC KK n RS RC RX RY KK PB KM BA LS ul KK KM HC KK n PB BA LS UD 5 5 n CL A1 RUNOFF FRO11 CALAVERA LAKE BASIN A1 15 1.3 0 .0175 .0175 .0225 .0225 .0275 .185 .05 .05 .04 .04 .02?'5 .74 .02 .02 .02 .02 .02 86 0.45 CL A2 RUNOFF FRO11 CALAVERA LAKE BASIN A2 .21 86 .23 PT. 1 CDnBlNE FLWS OF A1 AND A2 2 CL A3 CHANNEL ROUTING THRWGH CALAVERA LAKE BASIN A3 1 STOR -1 0.022 0.022 0.022 4200 .012 355 350 345 340 340 345 465 475 485 495 505 515 CL A3 RUNOFF FRDn CALAVERA LAKE BASIN A3 1.3 .48 91 .25 CWBlNE FLW OF A3 UlTH RWTED FLW PT. 2 2 RUNOFF FRW CALAVERA LAKE BASIN AI CL A4 1.3 .68 86 .49 .0275 .ozn 525 350 .0475 .0475 .185 .0225 .0225 .02 535 355 PAGE 1 PAGE 2 LINE .56 47 48 49 50 51 52 54 53 55 56 57 58 59 60 61 62 63 64 65 66 67 6a 69 m 72 71 73 74 75 77 76 78 79 80 81 82 83 84 85 86 87 HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PI. 2 131 CCUBINE FLOUS OF BASINS A3 AND A4 HC 2 KK CL A5 131 CHANNEL RWTING THRDUGH CALAVERA LAKE BASIN A5 RS RC 0.022 0.022 0.022 3200 0.014 1 STOR -1 Rm .565 4n 405 495 507 517 527 537 RY 275 270 265 260 260 26s 270 275 KK CL A5 101 RUNOFF FRCU CALAVERA LAKE BASIY A5 PB 1.3 BA LS .z u) 0.19 87 KK CL A5 101 CCUBINE FLOU OF A5 WITH RWTED FLOU HC 2 KK CL A6 131 RUNOFF FRCU CALAVERA LAKE BASIN A6 PB 1.3 BA LS .5 u) .25 87 KK PT. 3 101 CCUBINE FLOUS OF BASINS A5 AND A6 HC 2 KK CL A7 131 CHANNEL RWTING THRWGH CALAVERA LAKE BASIN A7 RS 1 STOR -1 Rm 450 465 480 495 515 530 545 560 RC 0.03 0.03 0.03 2700 0.010 RY 245 240 235 230 230 235 240 245 KK CL A7 101 RUNOFF FRCU CALAVERA LAKE BASIN A7 PB 1.3 BA LS .2 u) .21 ea KK CL A7 131 CCUBINE FLOU OF A7 WITH RWTED FLOU HC 2 PAGE 3 LINE 88 89 90 91 92 93 94 w 95 97 9a 99 100 102 101 103 104 105 106 107 108 109 110 111 112 114 113 115 116 117 118 119 120 122 121 123 124 125 126 127 128 130 129 131 132 HEC-1 INWT ID ....... 1 ....... 2 ....... 3... .... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK CL A8 KM RUNOFF FRCU CALAVERA LAKE BASIN A0 PB 1.3 BA 0.29 LS 86 W 0.26 KK PT. 1 KM CCUBlNE FLOUS OF BASINS A7 AND A8 HC 2 KK CL A9 KM RUNOFF FRCU CALAVERA LAKE BASIN A9 PB 1.3 BA 0.31 LS a9 u) 0.18 KK CL A9 131 COMBINE FLOUS OF BASINS A7, A8, AN0 A9 HC 2 KK PT. 5 KM STORAGE ROUTING IN CALAVERA LAKE RS SA 21 24 27 30 33 35 38 39.5 41 43 1 ELEV 209.0 SE 208 210 212 214 216 217 218 219 220 221 SS 216.5 150 2.64 1.5 KK CLA10 RS KM CHANNEL RWTlNG THRWGH CALAVERA LAKE BASIN A10 RC 0.035 0.045 0.035 MOO 0.027 1 STOR -1 RX 450 465 480 4% 515 530 545 560 RV 165 160 155 150 150 155 160 165 KK CLA10 KM RUNOFF FRCU CALAVERA LAKE BASIN A10 PB 1.3 BA 0.32 LS 87 u) 0.19 KK PT.6 KM CCUBINE FLU6 OF BASIN WITH RWTED FLW HC 2 KK CLAll KM RUNOFF FRCU CALAVERA LAKE BASIN All PB 1.3 BA .23 LS 85 w 0.21 HEC-1 INPUT 10 ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 PAGE 4 LINE 133 134 135 136 137 138 139 140 141 142 143 144 145 147 146 148 149 150 151 152 153 154 156 155 157 158 159 160 161 162 164 163 166 165 168 167 169 171 li3 172 174 170 I KK PT. 6 131 WINE FLUIS OF BASINS A10 AND All HC 2 KK CLAlZ 131 CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN A12 RK 3100 0.007 0.035 20 3 KK CLAlZ 131 RUNOFF FRCM CALAVERA LAKE BASlN A12 PB 1.3 BA 0.38 LS 87 u) 0.23 KK PT. 8 131 CQ181NE FLOUS OF BASlN A12 YlTH ROUTED FLW HC 2 KK CL L1 KH RUUOFF FROM CALAVERA LAKE BASIN L1 PB 1.3 BA 0.49 LS 91 u) 0.35 KK CL L2 131 RUNOFF FRCM CALAVERA LAKE BASIN L2 PB 1.3 BA 0.48 LS 90 u) 0.27 KK PT. 7 131 COMBlNE FLWS OF BASINS L1 AND L2 HC 2 KK CL 13 131 CHANNEL RWTING THRWGH CALAVERA LAKE BASIN L3 RS 1 STOR -1 RC 0.03 0.04 0.03 4700 0.036 RX 450 465 480 4% 505 520 535 550 RY 115 110 105 100 100 105 110 115 KK CL L3 131 RUNOFF FROM WLAVERA LAKE BASIN L3 PB 1.3 BA 0.39 LS 85 u) 0.3 - LINE " 175 176 177 - 178 179 180 182 181 - HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... L ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT.8 131 CQlBlNE FLOUS OF BASIN L3 YlTH RWTED FLOU nc 2 KK PI. 8 131 C(WBIWE FLOUS OF BASIN A12 UlTH RWTED FLOU FRQl 13 KO 3 2 HC 2 22 PAGE 5 DRAINAGE STWV FOR NE PUADRANDT OF CARLSUM a INTERSECTIW OF COLLGEG BLM. L CANNW RD. FOR ULTIMATE CONDITINS OF WATERSHED DEVELMENT 6-HOUR STORM, 2-YEAR EVENT (3462.DAT) - 6 IO OUTPUT CWTROL VARIABLES IPRNT 5 PRINT CWTROL I PLOT 0 PLOT CONTROL PSCAL 0. HYDROGRAPH PLOT SCALE - IT HYDRffiRAPH TIME DATA " NMlN 5 MINUTES IN CCUWTATION INTERVAL IOATE 1 0 STARTING DATE ITIME NP 0000 STARTING TIME NDDATE NDTIME 1 0 ENDING DATE 0610 ENDING TIME ICENT 19 CENTURY MARK - 75 NWBER OF HYOROGRAPH ORDINATES _. CCUPUTATION INTERVAL .08 HOURS TOTAL TIME BASE 6.17 HOURS ENGLISH UNITS DRAINAGE AREA WARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATIOW FEET FLW CUBIC FEET PER SECWD STORAGE VOLWE ACRE-FEET - - SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT ***.....*. tt.. . -178 KK PT. 8 . *****.***..*** - 180 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 2 PLOT CONTROL PSCAL 0. HVDROGRAPH PLOT SCALE - -381 HC - ... PEM FLW - (CFS) 374. HVDRG6RAPH CCUBINATIOU I Cmp 2 NUIIBER OF HVOROCRAPHS TO CCMElNE ttt t.. "t. .H HYDRffiRAPH AT STATIOU PT. 8 TlllE WlW AVERAGE FLW (HR) 6-HR ~WR 72-HR 6.17-HR 3.00 (INCHES) (CFS) 101. 98. 98. w. .159 (AC-FT) 50. .159 50. .159 50. .159 50. CUIYILATIVE AREA 5.90 MI STATICU PT. 8 - (0) WTFLW 0. 40. 80. 120. 160. 200. 240. 280. 320. 360. 400. 0. 0. DAHRMW PER _. 10000 10"""". """___ ___""" "___"" "_""__ ""_"" """"_ """"_ """"~."""_"._________._________. 10005 20 10010 M "10015 40 10020 50 10025 60 - 10030 m 10035 80 10040 w 10045 100 -10050 llO............................................................ 10055 120 10100 154 -10105 140 10115 160 10110 150 10120 170 10125 180 10130 190 10135 200 - -101~0 uo............................................................ 10145 220 10150 232 10155 240 10200 250 10205 260 - 10210 270 "10215 280 10220 29.0 10225 30. 0 -10230 31....0......................................................... 10235 32. 10240 33. .o. 10245 34. 10250 35. 10255 36. 10300 37. -10305 38. 10310 39. 10315 40. .o 0. 0. - .o 0. .o . 0. .o -10320 41... ............................... O........................... 10325 42. 10330 43. 10335 44. .-. 10340 45. 10345 46. 0. 10350 47. 0. -10355 48. . 0. .o . .o . .o 0. .o . .O 10400 49. 10405 50. 10410 51....................0......................................... 10415 52. 0. 10420 53. 10425 54. .o. .o . - -10430 55. .o 10435 56. .O "rwo 57. ,0445 56. 0 0. I0450 59. 0. 10455 60. 0. -. 0500 61.... .......... 0 ............................................... 0505 62. 0. 10510 63. . 0. -0515 64. . 0. 10S20 65. . 0. 10525 66. .o. 30530 67. .o. 0535 68. .o. ,0540 69. .o. 10545 70. .o. ~- 0550 71 ............. O................................................ 0555 72. .o. 10600 73. .o. 30605 74. .o. 0610 E.""""- ......... ""-0"- ................................................................................. WERATlffl HYDROGRAPH AT HYDROGRAPH AT 2 CCUEINED AT RWTED TO HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUEINED AT RWTED TO HYOROGRAPH AT 2 CDIlBINED AT HYDRffiRAPH AT 2 CCUEINEO AT RWTED TO HYDROGRAPH AT 2 CCUEINED AT HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO RWTEO TO HYDRffiRAPH AT 2 CCUEINED AT HYDROGRAPH AT 2 CCUEINED AT STATIW CL A1 CL A2 PT. 1 CL A3 CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL Aa PT. 4 CL A9 CL A9 PT. 5 CLAlD CLAlO PT.6 CLAll PT. 6 FLOU IN CUBIC FEET PER SECOYD RUNOFF WRY TIME IN HOURS, AREA IN SQUllE MILES PEAK TIME Of FLCU 78. 30. 100. 95. 123. 183. 69. 244. 240. 36. 260. 80. 323. 316. 39. 338. 40. 371. 72. 412. 0. 0. 57. 57. 30. 87. PEAK 3.17 2.92 3.08 3.25 2.83 3.00 3.17 3.08 3.17 2.83 3.08 2.92 3.08 3.17 2.83 3.08 2.92 3.08 2.83 3.00 .08 .08 2.83 2.83 2.83 2.83 AVERAGE FLCU FOR WlW PERTOO 6-HWR 26. 8. 34. 33. 29. 61. 24. 85. 83. 8. 91. 20. 112. 109. 9. 118. 11. 128. 16. 144. 0. 0. 13. 13. 8. 21. 24-HWR 25. 8. 33. 32. 28. 60. 23. 83. 81. 8. 89. 20. 109. 106. 9. 115. 10. 125. 15. 140. 0. 0. 13. 13. 8. 20. 72-Ian 25. 8. 33. 32. 20. 60. 23. m. 81. 8. 89. 20. 109. 106. 9. 115. 10. 125. 15. 140. 0. 0. 13. 13. 8. 20. BASIN AREA .74 .21 .% .95 .a 1.43 .a 2.11 2.11 .20 2.31 .50 2.81 2.81 .20 3.01 .29 3.30 .31 3.61 3.61 3.61 .32 3.93 .23 4.16 WIW TIWE OF STAGE WX STAGE 341.M 3.25 261.64 3.17 231.85 3.17 211.89 6.17 150.00 .M ROUTED TO - HYDROGRAPH AT 2 COWEINED AT - HYDROGRAPH AT - HYDROGRAPH AT 2 COWEINED AT - ROUTED TO HYDROGRAPH AT - 2 COWBIWED AT - 2 COWEINED AT CLAl2 CLAl2 PT. 8 CL Ll CL 12 PT. 7 CL 13 CL L3 PT .8 PT. 8 84. 3.00 62. 2.92 143. 2.92 110. 3.00 108. 2.92 217. 2.92 1%. 3.08 43. 3.00 236. 3.08 375. 3.00 20. 16. 36. 29. 26. 55. 53. 13. 65. 101. 19. 15. 35. 28. 25. 53. 51. 13. 64. 98. 19. 4.16 15. .M 35. b.54 28. .b9 25. .# 53. .97 51. .97 101 .a 3.08 13. 39 64. 1.36 98. 5.90 - SUURY OF KINEMATIC UAVE - )(USKINCU(-WNCE RWTIYG (FLW IS DIRECT RUNOFF YITHaJT BASL FLOW IYTERWLITED TO - ISTAP ELEMENT DT PEAK TIME TO WLWE Dl PEAK PEAK TIM TO WLUY C(LIPUTAT1OY INTERVAL PEAK - OMIN) (CFS) (WIN) (IN) (MIY) (CFE) (WIN) (IN) CLAl2 MANE 3.72 85.62 176.92 .05 5.00 (11.12 1oo.w .ob - :OUTINUITY SUMMARY (AC-FT) - INFLOk .lMlE+02 EXCESS- .0000E+00 WTFL(Y. .1005E*02 BASIN STORAGE= .4&7€+00 PERCENT ERRORS -1.2 - - ’** NORMAL EN0 OF HEC-1 *** ...** t..........t......*.....**..**.*".***** * - FLMD HYDROGRAPH PACKAGE (HEC-1) SEPTEMBER lPp0 t * VERSIOY 4.0 - RUN DATE 08/09/1991 TIME 21:01:19 .* t......tt.....tt*.~~****~~*....tt.t " ...**.... tt.~t...***~~~.*..t.tt.r.++. . U.S. AMY UYLPS OF ENGINEERS * HYDROLOCIC ENGINEERING CENTER . 609 SEmD STREET . . DAVIS. CALIFDRYIA 93616 t (916) 756-1104 . t H...m."t...~t~.***.~.*.*.~~.. x x xxxxyu( yxxx)( X x xx xx x xx u X X XXXXXXX xxxy x x xx xxxxx x X X x xx xx X x x xxxxxxx xxxxx XXX THIS PROGRAM REPLACES ALL PREVIWS VERSIONS OF HEC-1 KNOUW AS HECl (JAN 73). IIECIGS, HEClDB, 131[) HEClKU. THE DEFINITIONS OF VARIABLES -RTIMP- AN0 -RTIOR- HAVE CHANGED FRCU THOSE USED YlTH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WS CHANGED UITH REVISIONS DATED 28 SEP 81. THIS IS THE FOllTRANTl VERSION NEU OPTIONS: DAMBREAK WTFLOU SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATIOY, DSS:YRITE STAGE PREWENCY, 0SS:REID TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEW IUD WT INFILTRATION KINEMATIC UAVE: NEU FINITE DIFFERENCE ALGORITHM HEC-1 INW1 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID DRAINAGE STWV FOR NE UJADRANDT OF CARLSBAD ID 1 INTERSECTIW OF COLLGEG BLW. L CANNOY RD. ID FOR EXISTING CWDITtNS OF UATERSHED DEVELDPWENT ID 6-HWR STORII, IO-YEAR EVENT (W1ON.DAT) IT 5 75 10 5 PAGE 1 - LINE - 1 3 2 4 5 6 - - 7 8 9 10 - 11 12 13 14 15 16 - 17 18 20 19 21 22 23 24 25 26 27 29 28 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 KK KM PB IN PI PI PI BA LS W CL A1 RUNOFF FRCU CALAVERA LAKE BASIN A1 15 1.9 .185 .05 .05 .04 .04 .0275 .02E .0225 .0225 .02 0 .0175 .0175 .0225 .0225 .0275 .0275 .04R A475 .la5 .02 .02 .02 .02 .02 .74 86 0.45 KK CL A2 KM RUNOFF FRCU CALAVERA LAKE BASIN A2 BA .21 LS 86 W .23 KK PT. 1 KM CCUBINE FLOUS OF A1 AND A2 HC 2 KK CL A3 KM CHANNEL ROUTING THRWGH CALAVERA LAKE BASIN A3 RS 1 STOR -1 RX 465 475 485 4% 505 515 525 535 RC 0.022 0.022 0.022 4200 .012 RY 355 350 345 340 340 345 350 355 KK CL A3 KM RUNOFF FRCU CALAVERA LAKE BASIN A3 PB 1.85 SA .48 LS 91 u) .25 KK PT. 2 KM CCUBINE FLW OF A3 UITH RWTED FLW HC 2 KK CL A4 PB 1.85 KM RUNOFF FRCU CALAVERA LAKE BASIN A4 BA .68 LS 86 W .49 PAGE 2 - LINE - 46 47 48 - 49 50 51 52 53 54 - - 55 56 - 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 76 n 78 75 79 80 81 a2 83 84 85 86 87 HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ........ 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT. 2 KM CCUBINE FLWS OF BASINS A3 AND A4 nc 2 KK CL A5 KM CHANNEL RWTING THRDUGH CALAMRA LAKE BASIN A5 RS 1 STOR RC 0.022 0.022 0.022 3200 0.014 -1 Rm 465 475 485 495 507 517 527 537 RV 275 270 265 260 2a 265 270 275 KK CL A5 KM RUNOFF FRCU CALAVERA LAKE BASIN A5 PB 1.8 BA LS .2 u) 0.19 87 KK CL A5 KM CCUBINE FLW OF A5 WITH RWTEO FLW HC 2 KK CL A6 KM RUNOFF FRCU CALAMRA LAKE BASIN A6 PB 1.8 BA LS .5 LQ .25 87 KK PT. 3 YII CCUBINE FLWS OF BASINS A5 AN0 A6 HC 2 KK CL A7 KM CHANNEL RWTING THRWGH CALAMRA LAKE BASIN A7 RS 1 STOR -1 RC 0.03 0.03 0.03 2700 0.010 Rm 450 465 480 495 515 530 545 560 RY 245 240 235 230 230 235 240 245 KK CL A7 KM RUNOFF FRW CALAMRA LAKE BASIN A7 PB 1.8 BA LS .2 u) .21 81) KK CL A7 KM CCUBIWE FLW OF A7 WITH RWTEO FLW HC 2 HEC-1 INPUT PACE 3 LINE 88 89 w 91 92 93 94 96 95 97 98 99 100 102 101 103 104 105 106 107 109 108 110 111 112 114 113 115 116 117 118 119 120 121 122 123 124 125 126 127 128 130 129 131 132 ID.. KK n PB SA LE W KK 131 HC KK n P8 BA W LS KK m HC KK m RS SA SE SS KK RS m RC RX RY KK n PB LS BA u) KK n HC KK m BA PB W LS ..... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ...,... 8 ....... 9 ...... 10 CL A8 RUNOFF FRO( CALAVERA LAKE BASIN A0 0.29 1 .8 86 0.26 PT. 4 CCUBINE FLOUS OF BASINS A7 AND A0 2 CL A9 RUNOFF FRO( CALAVERA LAKE BASIN A9 1.75 0.31 87 0.18 CL A9 CCUEINE FLOUS OF BASINS A7, AB. AN0 A9 2 PT. 5 STORAGE ROUTING IN CALAVERA LAKE 1 ELEV 209.0 21 24 27 30 33 35 36 39.5 41 43 208 210 212 214 216 217 218 219 220 221 216.5 150 2.64 1.5 CLAlO CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN A10 0.035 0.045 0.035 Moo 0.027 1 STOR -1 450 465 480 495 515 530 545 560 165 160 155 150 150 155 160 165 RUNOFF FRCU CALAVERA LAKE BASIN A10 CLA10 0.36 1.7 0.19 a5 PT.6 CCUBINE FLOUS OF EASIN UITH ROUTED FLOU 2 CLA11 RUNOFF FR(W CALAMRA LAKE BASIN All 1.75 .23 85 0.21 HEC-1 lNWl IO ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ..... PAGE 4 - LINE - 133 134 135 - 136 137 - 138 139 140 141 142 143 - 144 - 145 146 147 .- 148 149 150 151 152 153 - - - 154 155 156 157 - 158 159 160 161 162 163 166 1 65 166 167 168 1 69 170 171 172 173 174 KK PT. 6 KM KUBINE FLM OF BASINS A10 AND A11 HC 2 KK CLAl2 KM CHANNEL ROUTING THRWGH CALAVERA LAKE BASIN A12 RK 3100 0.007 0.035 20 KK CUI2 KM RUNOFF FRCU CALAVERA LAKE BASIN A12 PB 1.7 BA 0.34 LS 85 w 0.23 KK PT. 8 KM CCUBINE FLOW OF BASIN A12 YlTH RWTEO FLW HC 2 KK CL L1 KM RUNOFF FRCU CALAVERA LAKE BASIN L1 PB 1.8 BA 0.49 LE 91 W 0.35 KK CL 12 KM RUNOFF FRCU CALAVERA LAKE BASIN L2 PB 1.8 BA 0.48 LS 90 u) 0.27 KK PT. 7 KM COMBINE FLDVS Of BASINS L1 AN0 12 HC 2 KK CL 13 KM CHANNEL RWTING THRWGH CALAVERA LAKE BASIN 13 RE 1 STO(( -1 RC 0.03 0.01 0.03 4700 0.036 RX 450 465 480 4% 505 520 RV 115 110 105 100 100 105 KK CL 13 KM RUNOFF FRCU CALAVERA LAKE BASIN L3 PB 1.75 BA 0.39 LE 85 u) 0.3 ,..7 ....... 8 ....... 9 ...... 10 3 535 550 110 115 - LlYE - 175 176 177 In 179 180 181 182 - HEC-1 INPUT ID ....... 1 ....... 2 ......_ 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT.8 101 CCUBlWE FLM OF BASIY L3 UITH RWTED FLW nc 2 KK Pl. 8 101 CCUBIYE FLM OF BASIN ~12 unw RWTED FLW FRO( ~3 KO 3 2 21 HC 22 2 PAGE 5 t.tmt.....t....tt*.*tt.ttt*+.4+....+**.~****~**** . - FLmD HYDROGRAPH PACKAGE (HEC-1) SEPTEMBER 1990 t VERSION 4.0 t - RUI DATE 08/09/1991 TIME 21:01:19 . . f..mt*.*...t**.t....t..........*~***~~ DRAINAGE STUDV FOll NE WADRANOT OF CARLSBAD - a 1NTERsmlcu OF COLLCEC BLM). a CANYOU RD. FOR EXISTING COuDlTlNS OF UATERSHED DEVELCPMENT 6-HOUR STORM, IO-VEAR EVENT (34610N.DAT) - 6 IO WTPUT CONTROL VARIABLES IPLOT IPRNT 5 PRlNT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 0 PLOT CONTROC IT HYDROGRAPH TIME DATA IOATE 1 0 STARTING DATE ITIME 0000 STARTING TIME NM1 N 5 MINUTES IN CCUWTATION INTERVAL NP NDDATE NOTIME 1 0 ENDING DATE ICENT 0610 ENDING TIME 75 NUIBER OF HYDROGRAPH ORDINATES 19 CENTURY HARK CCUPUTATION INTERVAL .08 HWRS TOTAL TIME BASE 6.17 HWRS ENGLISH UNITS DRAINAGE AREA WARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLCU STORAGE MLW CUBIC FEET PER SECOND SURFACE AREA ACRE-FEET TEMPERATURE ACRES DEGREES FAHRENHElT .*..****.***** . . -17813: PT. a . .*.*****.***** - 180 KO WTPUT CONTROL VARIABLES . lPL0T IPRNT 3 PRINT MUTROL 2 PLOT CONTROL - PSCAL 0. HVDROGRAPH PLOT SCALE 181 nc - IPNCH D PUNCH CCUPUTED HYDROGRAPH I WT 21 SAVE HYDROGRAPH ON THIS UNIT I SAVl 1 FIRST ORDINATE PUNCHED OR SAVED lSAV2 75 LAST ORDINATE FUWCHED OR SAVED TlMlWT .083 TIME INTERVAL IN HWRS HYDROGRAPH COWBlNATlOY luzlp 2 WUIBER OF HYDROGRAPHS TD WINE t" t.. ... .*. t" HYDROGRAPH AT STATION PT. 8 TIME IUJ(1H.M AVERAGE FLW (HR) 6-HR 24-HR 72-HR 6.17-HR 3.w (CFS) 171. 167. 167. 167. (INCHES) .270 .2m .2M . 270 (AC-FT) 85. a5. 85. 8s. WWILATIVE AREA = 5.W Sa MI STATIC4 PT. 8 - (0) WTFLCU 0. 100. 200. 300. 400. 500. 600. 7w. 0. 0. 0. 0. 0. - DAHRMY PER ,0000 10""""- _""_.__ _____"" "_""" """_" """"_ """"_ ".""" """"_ ""_"" """"-.""---". 0005 20 10010 30 "(w15 40 iW20 50 10025 60 10030 m - 10035 80 !0040 90 10045 100 10050 110...................................................--.....-. 101w 130 10055 120 10105 140 10110 150 10115 160 10120 170 -10125 180 10130 190 10135 200 40140 210.................... ........................................ 10145 220 10150 230 10155 240 I0200 250 I0205 260 10210 27.0 10215 28.0 - 10220 29. 0 10225 30. 0 . -10230 31....0............... ......................................... 10235 32. . 0. 10240 33. 10245 34. 0. .o. "IOZO 35. 10255 36. 10300 37. -10305 38. 10310 39. 10315 40. 0. 0. 0. .o . 0. 0. - 10320 41......................0...................................... 10325 42. 0 I0330 43. 0. 10335 44. .o. IOU0 65. .o 10345 46. .O 10350 47. 0 -10355 48. 0. 10400 49. 0. 10405 50. . 0. 10410 51............0........... ..................................... 10415 52. .o 10420 53. 10425 54. .' .O .o -40430 55. 0 10435 56. 0 -10440 57. 10445 58. 0. 0. 10450 59. 0. 10455 60. 0. -10500 61 ......... O.................. .................................. 10505 62. . 0. 10510 63. . 0. -10515 64. . 0. 10520 65. . 0. 10525 66. .o. 10530 67. .o. 10535 68. .a. 10540 69. .a. - 10545 m. .o. 90550 71 ........ O..................................................... 10555 72. .o. lo600 73. .o. -10605 74. .o. 10610 75 ......... ""-o"-.""""- .................................................................................. DPERATlC4 HVDROGRAPH AT HVDROGRAPH AT 2 CCUEINED AT RUJTED TO HVDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO HVDROGRAPH AT 2 CCUBINED AT HVDROGRAPH AT 2 CWBINED AT RUJTED TO HVDROGRAPH AT 2 CWBINED AT HVDROGRAPH AT 2 CCUBINED AT HVDROGRAPH AT 2 CCUEINED AT RUJTED TO RUJTED TO HVDROGRAPH AT 2 CCUBINEO AT HYDROGRAPH AT 2 CCUEIYED AT STATIC4 CL A1 CL A2 PT. 1 CL A3 CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL A8 PT. 4 CL A9 CL A9 PT. 5 CLAlO CLAlO PT.6 CLA11 PT. 6 RUNOFF SUlURV FLW IN WElC FEET PER SECOU) TIME IN HWRS, AREA IN WE MILES PEAK TIME OF FLW 191. 73. 245. 236. 230. 417. 159. 564. 558. 73. 598. 163. 743. 727. TI. 774. 86. 850. 108. 924. 0. 0. 97. 97. 63. 160. PEAK 3.08 2.83 3.00 3.08 2.83 3.00 3.17 3.00 3.08 2.83 3.08 2.92 3.00 3.08 2.83 3.08 2.92 3.00 2.83 3.00 .08 .08 2.83 2.83 2.83 2.83 6-HUJR 56. 17. 73. 71. 51. 122. 49. 171. 168. 16. 184. 39. 222. 218. 17. 235. 21. 255. 23. 278. 0. 0. 22. 22. 15. 36. 24-H4111 55. 16. 71. 69. 50. 119. 40. 166. 164. 15. 179. 37. 216. 212. 16. 228. 20. 240. 22. 271. 0. 0. 21. 21. 14. 35. R-naJn 55. 16. 71. 69. 50. 119. 48. 166. 164. 15. 17Q. 37. 216. 212. 16. 228. 20. 240. 22. 271. 0. 0. 21. 21. 14. 35. BASIN AREA .74 .21 .% .% .a 1.43 .a 2.11 2.11 .20 2.31 .5D 2.81 2.81 .20 3.01 .29 3.30 .31 3.61 3.61 3.61 .36 3.97 .23 4.20 MAXIM TIME OF STAGE Iux STAGE 341.83 3.08 262.60 3.08 232.W 3.08 214.22 6.17 150.00 .oo RWTED TO - HYDROGRAPH AT 2 CCUBINED AT - HYDROGRAPH AT -. HYDROGRAPH AT 2 COlBINED AT - RWTED TO HYDROGRAPH AT - 2 COlBIYEO AT 2 CCUBINED AT CLAl2 CLAl2 PT. 8 CL L1 CL L2 PT. 7 CL 13 CL L3 PT.8 PT. 8 156. 2.92 84. 2.83 239. 2.92 197. 2.92 197. 2.92 3%. 2.92 367. 3.M) 93. 2.92 658. 3.00 682. 3.00 35. 20. 55. 49. 46. 95. 92. 24. 116. 171. 34. 20. 54. a. 44. 92. 90. 24. 113. 167. 34. 4.20 20. .34 54. 4.54 48. .49 u. .a 92. .97 90. .97 102.26 3.00 21. .39 113. 1.36 167. 5.90 WlURY OF KINEIUTIC WM - WSKINWI-CUGE RWTING (FLW IS DIRECT RUNOFF UlTWWT BISE FLW) INTERPOLATED TO - ISTAP ELEMENT Dl PEAK TIME TO VOLWE Dl PEAK PEAK TIME TO MLWE eOlPUlAllDY INTERVAL PEAK - (MIN) (CFS) (WIN) (IN) (MIW (CFS) (WIN) (IN) CLAlZ MAWE 3.02 155.92 177.82 .M 5.00 155.78 175.00 .M - "WINUITY WRY (AC-FT) - INFLM .1798E+O2 EXCESS- .OODoE+OO WTFLOY. .1737E+O2 BASIN STORAGE= .W2E+00 PERCENT ERROII. -.3 - - NORMAL END OF HEC-1 *On *...* ttt*t*.....*tt.******.*.*..ttttttt* .* t FLODD HYDROGRAPH PACKAGE (HEC-0 SEPTEMBER 1pW . VERSION 4.0 - * RUN DATE 08/09/1W1 TIME 21:59:54 " "t....t..*.t*t**t..**~*.~***~.*.********~ ....*... H..~~.t**tt......t...tHlt.... t U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET -. DAVIS, CALIFORNIA 95616 . * (916) 756-1104 . * ..Ht..H.*. l......*...t.t.t..*~~~~***.. x x xxxxxxx mm X x xx xx x xx ac X X XXXXXXX mxx x xxxxx x x xx X X x xx xx X x x xxxxxxx XXXW xxx THIS PROGRAM REPLACES ALL PREVIOUS VERSIWS OF HEC-1 KNWN AS HECl (JAN 73). HEClGS, HEClDB, AND HEClKU. THE DEFINITIONS OF VARIABLES -STIMP- AND -RTIOR- HAVE CHANGED FRCU THOSE USED UlTH THE 1973-STYLE INPUT STRUCTURE. .- THE DEFINITION OF -AMSKY- ON RM-CARD WAS CHANGED UlTH REVISIONS DATED 20 SEP 81. THIS IS THE FORTRAN77 VERSlW NEW WTIOUS: DAMBREAK WTFLW SUBMERGENCE , SINGLE EVENT DAMAGE CALWLATIOU, DSS:MITE STAGE FREWENCY. DSS:READ TIME SERIES AT DESIRED CALCULATIDN INTERVAL LOSS RATE:GREEN AUD UlPT INFILTRATIOU KINEMATIC YAM: NEU FINITE DIFFERENCE ALGORITHM HEC-1 lNWl PAGE 1 LINE 1 2 " 3 4 6 5 - - 7 8 9 10 11 12 13 - 14 16 15 - - 17 18 19 21 20 - - 22 23 24 - 25 26 27 - 28 30 m - 31 32 33 34 35 36 - . 37 38 39 " 40 41 42 43 44 45 - - ID ....... 1 ....... 2 ...._._ 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID DRAINAGE STUDY FOR NE WADRAND1 OF CARL= ID a INTERSECTIW OF COLLCEG BLM). a WNWOU RD. ID FOR ULTIMATE CONDlTlWS OF WTERSHED DEVELDPlKNT ID 6-HWR STORM, IO-YEAR EVENT (346lO.DAT) IT 10 5 5 75 KK KM IN PB PI PI PI BA LS UD CL A1 RUNOFF FRCU WLAVERA LAKE BASIN A1 15 1.9 .185 .M .M .04 .04 .0275 .0275 .0225 .0225 .OZ 0 .Dl75 .0175 .0225 .0225 .Dm .om .0475 .0475 .185 .02 .02 .02 .DZ .02 .7.4 86 0 .c5 KK EL A2 KM RUNOFF FRCU CALAVERA LAKE BASIN A2 BA .21 LS 86 UD .23 KK PT. 1 KM CCUBlNE FLDUS OF A1 AND A2 HC 2 KK CL A3 KM CHANNEL RWTING THRWGH CALAVERA LAKE BASIN A3 RS RC 0.022 0.022 0.022 4200 .012 1 STOR -1 RX us 475 485 49s 505 51s 52s 535 RY 355 350 345 340 340 345 350 355 KK CL A3 KM RUNOFF FRCU WLAVERA LAKE BASIN A3 PB 1.85 BA .48 LS 91 u) .25 KK PT. 2 KM CCUBINE FLCU OF A3 YlTH RWTED FLCU HC 2 KK CL A4 Kt4 RUNOFF FRCU CALAMRA LAKE BASIN A4 PB 1.85 BA .68 LS 86 u) .49 - LINE - 46 .4a 47 49 50 - 51 52 53 54 - - 55 56 57 58 59 a - 61 62 63 64 65 66 66 67 69 70 71 72 HEC-1 INPUT PAGE 2 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT. 2 KM CWINE FLCUS OF BASINS A3 AND A4 nc 2 KK CL A5 CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN AS RS 1 STOll -1 RC 0.022 0.022 0.022 3200 0.014 RX 465 475 485 495 507 517 527 537 RY 275 270 265 260 2a 265 2m 275 KK CL A5 PB 1.8 131 RUNOFF FRCU WLAVERA LAKE BASIN A5 BA LS .2 W 0.19 87 KK CL A5 131 UWBlNE FLW OF A5 YlTH RWTED FLOU HC 2 KK CL A6 PB 1.8 131 RUNOFF FRCU CALAVERA LAKE BASIN A6 EA LS .5 u) .25 87 KK PT. 3 131 CWBINE FLCUS OF BASINS A5 AND A6 nc 2 KK CL A7 KM CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN A7 RS 1 STOR -1 RC 0.03 0.03 0.03 2700 0.010 RX 450 465 480 495 515 530 545 560 RY 245 240 235 230 230 235 240 245 KK CL A7 KM RUNOFF FRCU CALAVERA LAKE BASIN A7 PO 1.8 BA LS .2 w .21 88 KK CL A7 131 CCUBINE FLW OF A7 YlTH RWTED FLW HC 2 LINE 88 90 89 91 92 93 94 95 w 97 98 99 100 102 101 104 103 105 106 107 108 110 109 111 112 113 114 115 116 117 118 119 120 121 122 125 124 125 126 127 128 129 130 131 132 HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK CL M KM RUNOFF FRCU CALAVERA LAKE BASIN M PB 1.8 BA 0.29 LS 86 UD 0.26 KK PT. 4 YII CCUBINE FLOUS OF BASINS A7 AND M HC 2 KK CL A9 KM RUNOFF FRCU CALAVERA LAKE BASIN A9 PB 1.75 BA 0.31 LS 89 w 0.18 KK CL A9 Kt4 CCUBINE FLU6 OF BASINS A7. AB, AN0 A9 HC 2 KK PT. 5 YII STORAGE RWTlNG IN CALAVERA LAKE RS SA 21 24 27 30 33 35 38 39.5 41 43 1 €LEV 209.0 SE 208 210 212 214 216 217 218 219 220 221 SS 216.5 150 2.64 1.5 KK CLAlO YII CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN A10 RS RC 0.035 0.045 0.035 3600 0.027 1 STOR -1 RX 450 465 480 4% 515 530 545 560 RY 165 160 155 150 150 155 160 165 KK CLAlO PB 1.7 131 RUNOFF FRCU CALAVERA LAKE BASIN A10 BA 0.32 LS 87 u) 0.19 KM CCUBINE FLU6 OF BASIN YllH ROUTED FLW KK PT.6 HC 2 KK CLA11 KM RUNOFF FRCU CALAVERA LAKE BASIN All PB 1.75 BA ,23 LS 85 w 0.21 PAGE 3 HEC-1 INPUT PAGE 4 LINE - 133 134 135 " 137 136 - 1s 139 140 141 143 142 144 - - 146 145 147 - - 149 148 150 151 153 152 - 154 155 156 157 158 159 - 160 161 162 " - - 163 165 164 - 166 167 168 - 169 rm 171 173 172 174 - - ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT. 6 131 CCUBINE FLW OF BASINS A10 AND All HC 2 KK CLAlZ KM CHANNEL RWTIWG THRWGH CALAVERA LAKE BASIN A12 RK 3100 0.007 0.035 20 3 KK CLAlZ 131 RUNOFF FRCU CALAVERA LAKE BASIN A12 PE 1.7 BA 0.511 LO 87 LO 0.23 KK PI. 8 KM CCUBINE FLWS OF BASIN A12 YlTH RWTED FLW HC 2 KK CL L1 131 RUNOFF FRCU CALAVERA LAKE BASIN L1 PB 1.8 BA 0.49 LS 91 LO 0.35 KK CL LZ KM RUNOFF FRCU CALAVERA LAKE BASIN LZ BA 0.46 PB 1.8 LS 90 LO 0.27 KK PT. 7 131 CCUBINE FLWS OF BASINS 11 AND LZ HC 2 KK CL 13 RE KM CHANNEL RWTINC THRWGH CALAVERA LAKE BASIN L3 1 STDR RC 0.03 0.04 0.03 4700 0.036 -1 RX 450 465 480 495 505 520 535 550 RY 115 110 105 100 100 105 110 115 KK CL 13 KM RUNOFF FRCU CALAVERA LAKE BASIN L3 PB 1.75 BA 0.39 1s 85 u) 0.3 - LINE - 175 176 177 - 178 179 - 180 181 182 HEC-1 INPUT IO ....... 1 ....... 2 ....... 3 ....... C ....... 5 ....... 6 ....... I ....... 8 ._..... 9 ...... 10 KK PT.8 KM CCUBINE FLDUS OF EASIY 13 UITH RWTED FLCU HC 2 KK PT. 8 101 CCUBIYE FLOW3 OF BASIN A12 UITH ROUTED FLCU FPCU 13 KO 3 2 nc 2 21 22 PAGE 5 DRAINAGE STWY FOR NE WADRANDT OF CARLSBAD 0 INTERSECTIW OF COLLGEG ELM). L WNNW RD. FOR ULTllUTE CWDlTlNS OF UATERSHED DEVELWUENT 6-HWR STORM, IO-YEAR EVENT (3461O.DAT) OUTPUT CONTROL VARIABLES IPRNT IPLOT 5 0 QSCAL 0. HYDRffiRAPH TIME OATA WHIN 5 IDATE 10 ITIME N4 0000 75 NDOATE 1D NDTIME ICENT 0610 19 CCUWTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLCU SURFACE AREA STORAGE MLWE TEMPERATURE PRINT UWlTROL PLOT CONTROL HYDRDGRAPH PLOT SCALE MINUTES IN CCUPUTATIW INTERVAL STARTING DATE STARTING TIME ENDING DATE NUMBER OF HYDRffiRAPH ORDINATES ENDING TIME CENTURY HARK .08 HOW(S 6.17 WRS SWARE MILES FEET INCHES ACRE-FEET CUBIC FEET PER SECOND ACRES DEGREES FAHRENHEIT .+* i..+++++... t -178 KK PT. a . . *.. *.***...*** - 180 KD OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT PSCAL - 2 PLOT CONTROL 0. HYDRffiRAPH PLOT SCALE 181 nc - - t.. IPNCH 0 PUNCH CCUPUTED HYDROGRAPH IWT ISAVl 21 SAVE HYDUWH W THIS UNIT I SAVZ TIMINT .D83 TIME INTERVAL IN HWRS 1 FIRST ORDINATE PUNCHED OR SAVED 75 LAST ORDINATE PUNCHED OR SAVED HYDROGRAPH CCUBIWTIW lMllp 2 NWBER OF HYDROGRAPHS TO CCllBlWE m .H m 1" ... HYDROCRAPH AT STATIO1 PT. 8 TIM (HR) 6-HR 24-HR 72-HR 6.17-HR 2.92 (CFS) 178. (INCHES) 174. .281 174. .281 174. .281 .281 (AC-FTI 88. 88. 88. 88. MAXIIUI AVERAGE FLOU CUULATIVE AREA - 5.90 SO MI STATIDY PT. 8 -. (0) WTFLW 0. 100. 200. 300. 400. 500. 600. 700. m. 0. 0. 0. 0. OAHRWW PER - 0000 10""""- """"_ """"_ """___~""__"_ ____"." """"_ "_""" _"""" """"* """". """"_ 0005 20 10010 30 "0015 40 0020 50 10025 60 10030 m 0035 80 .0040 90 10045 100 -0050 llo............................................................ 0055 120 10100 130 30105 140 0110 150 10115 160 10120 rm - 0125 1BO 0130 190 10135 2W "0110 210.,.......................................................... 0145 220 10150 230 - 10155 240 0200 250 ,0205 260 10210 27.0 0215 28.0 0220 29. 0 - 10225 30. 0 . -IO230 31.....0....................................................... 0235 32. 0. 80240 33. .o 10245 34. - 0 0250 35. .o . 0255 36. .O .O 10300 37. -0305 38. 0310 39. .o. 0. 10315 40. .O 30320 41.......................0.......,............................. 0325 42. .o ,0330 43. 0. 10335 44. . 0. - 030 45. .o 0345 46. .o 10350 47. -10355 48. .O 0 0400 49. 0. 10405 50. 0. - 10410 51.............0...............,................................ 0415 52. .o . ,0420 53. .o 10425 54. .- .o -0430 55. .O 10435 56. 0 -40440 57. 0. 10415 58. 0. 10450 59. 0. 10455 M). 0. I0500 61.........0...........................................-......-. :0505 62. 0. 10510 63. 0. 10515 64. . 0. 10520 65. . 0. 10525 66. . 0. -10530 67. . 0. 10535 68. . 0. io560 69. . 0. 10545 70. . 0. 10550 71........0.................................-.................. '0555 72. . 0. lam 73. . 0. -?a645 74. . 0. - - ,0610 75 """""""-0"- """___ ______."~___""" "_""" """"- """"~.""""-.I________._________.---------. OPERATIM HVDROGRAPH AT HVDROGRAPH AT 2 CCUBINED AT RWTED TO HYDRMRAPII AT 2 COIIBIWED AT HVDROGRAPH AT 2 CCUBINED AT ROUTED TO HVDROGRAPH AT 2 CCUBINED AT HVDROGRAPH AT 2 CCUBINED AT RWTED TO HYDROGRAPH AT 2 CCUBINED AT HVDROGRAPH AT 2 COIIBINED AT HYDROWPW AT 2 CCUElNED AT RWTED TO RWTED 'TO HVDROGRAPH AT 2 CCUBINED AT HVDRffiRAPH AT 2 CCIII)INED AT STATIM CL A1 CL A2 PT. 1 CL A3 CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL A8 PI. 4 CL A9 CL A9 PT. 5 CLA10 CLAlO PT.6 CLAll Pl. 6 RUNOFF WRY TIM IN IIOURS, AREA IN WRE MILES FLCU IN WSlC FEET PER KCWD PEAK TIM OF AVERAGE FLCU Fa WIYJW PERIOD FLCU PEAK 6" 21-IKl)il 72-H(UI 191. 3.08 56. 55. 55. 73. 2.83 17. 16. 16. 245. 3.00 n. 71. 71. 236. 3.08 71. 69. 69. 230. 2.83 51. 50. 50. 417. 3.00 122. 119. 119. 159. 3.17 49. 48. 48. 564. 3.00 171. 166. 166. 558. 3.08 168. 164. 164. 73. 2.83 16. 15. 15. 598. 3.08 184. 179. 179. 163. 2.92 39. 37. 37. 743. 3.00 222. 216. 216. 727. 3.08 218. 212. 212. 77. 2.83 17. 16. 16. 774. 3.08 235. 228. 228. 86. 2.92 21. 20. 20. 850. 3.w 255. 248. 248. 128. 2.83 27. 26. 26. 935. 3.00 282. 274. 274. 0. .08 0. 0. 0. 0. .08 0. 0. 0. 104. 2.83 22. 22. 22. 104. 2.83 22. 22. 22. 63. 2.83 15. 14. 14. 168. 2.83 37. 36. 36. BASIN WIYJW TIHE OF AREA STAGE Wi STAGE .74 .21 .95 .% 341.83 3.08 .48 1.43 .a 2.11 2.11 262.60 3.08 .20 2.31 .so 2.81 2.81 232.96 3.08 .20 3.01 .29 3.30 .31 3.61 3.61 214.27 6.17 3.61 150.W .w .32 3.93 .23 4.16 RWTED TO - HYDROGRAPH AT - 2 CCUEIWED AT HYDROGRAPH AT - HYDROCRAPH AT 2 CCUBIWED AT - RWTED TO HYDROCRAPH AT - 2 MllBl WED AT " 2 CWEIWED AT CLAl2 CLAlZ PT. 8 CL L1 CL L2 PT. 7 CL 13 CL L3 PT.8 PT. 8 162. 2.92 114. 2.E3 274. 2.92 197. 2.92 197. 2.92 3%. 2.92 367. 3.00 93. 2.92 458. 3.00 713. 2.92 36. 26. 62. 49. 46. 95. 92. 24. 116. 171). 35. 26. 60. 40. 44. 92. 90. 24. 113. 174. 35. 4.16 26. .38 m. 4.54 a. .49 u. .40 92. .97 m. .97 102.26 3.00 24. .39 113. 1.36 174. 5.w SUCURY OF KINEMATIC YAM - MJSKINGUI-WYGE ROUTING (FLW IS. DIRECT RUNOFF UITWT BISE FLW) IYTERPMATED TO - ISTAP ELEMENT DT PEAK TIME TO MLUE Dl EM TIME TO MLUE CaQUTITlDy INTERVAL PEAK PEAK - (MIN) (CFS) WIN) (IN) ("I) (CFE) (MIN) (IN) CLAlZ LUNE 2.98 163.74 177.21 .on 5.w 162.34 175.w .on - WTIWITY SUI*URY (AC-FT) - INFLOW .1837E*OZ EXCESS. .0000E+00 OUTFLOW .1774E*02 BIDIN STWAGE- .6545E+00 PERCENT ERROR. -.l - z NORMAL END OF HEC-1 *** ...-. H.H..t*.ttt...t.t..~.*....* U.S. ARMY CCUPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET . * DAVIS, CALIFORNIA 95616 (916) 756-1104 . . . ttH...t....tt.HI.tt...*****..H**.... x x xxxrxxy mux X x xx xx x xx X m X XXXXXXX xm x xxm x x xx X x xx X xx X x x xxxxxxx xxxxx XXX THIS PROGRAM REPLACES ALL PREVIWS VERSIONS OF HEC-1 KNCW AS HEC1 (JAN 73). HEClGS, HECIDB. AND HECIKU. THE DEFlNlTIW OF -AMSKY- ON RM-CARD VAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FRW THDSE USED WITH THE 1913-STYLE INPUT STRUCTURE. DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMP1 INFILTRATIDY NEW BTIONS: DAM8REAK WTFLOU SUBMERGENCE , SINGLE EVENT DAMAGE CALWLATIW, DSSMITE STAGE FREQUENCY, KINEMATIC WVE: NEW FINITE DIFFERENCE ALGORITHM LINE 1 3 2 4 6 5 7 8 9 10 11 12 13 14 15 16 17 18 20 19 22 21 23 24 25 26 27 28 29 30 32 31 34 33 35 36 37 38 39 40 41 12 43 44 46 45 47 HEC-1 INPUT PAGE 1 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID ID ID ID IT IO KK m IN PB PI PI PI PI PI BA LS Lo KK m 0A Lo LS KK m HC KK 131 RS RC RX RY KK m PB BA LS Lo KK m HC KK m PB BA tm LS DRAINAGE STu)Y FOR NE PUIDRANOT OF CARLSBID a INTERSECTIDU OF COLLCEG BLVD. CANYOW RD. FOR EXISTING COUDlTlNS OF WTERSHED DEVELOPYEW 26-HOUR STORM, 10-YEAR EVENT (346101N.DAT) 5 5 300 CL A1 RUNOFF FRCU CALAVERA LAKE BASIN A1 15 3.2 0 0.009 .007 .OW .OW .011 .009 ,011 .012 .Dl3 .014 .016 .017 .02 .OzS .03 .W5 .067 .OM .Ow .082 .041 .027 .023 .O21 .02 .019 .017 -016 .018 .01 .016 .015 .014 .015 .012 .013 .01 .01 .OW .01 .011 .01 .OW .OW .01 .ow .74 86 0.45 CL A2 RUNOFF FRCU CALAVERA LAKE BASIN A2 .21 86 .23 PT. 1 CCUBINE FLWS OF A1 AND A2 2 CL A3 CHANNEL RWTING THRWGH CALAVERA LAKE BASIN A3 0.022 0.022 0.022 4200 .012 1 STOR -1 355 350 345 340 340 345 350 355 465 475 485 195 505 515 525 535 CL A3 RUNOFF FRCU CALAVERA LAKE BASIN A3 3.15 .co 91 .25 PT. 2 CCUBINE FLW OF A3 UlTH ROUTE0 FLW 2 CL A4 RUNOFF FRCU CALAVERA LAKE BASIN A4 3.15 .68 86 .49 LINE 48 49 50 51 52 53 55 54 56 57 58 59 61 w 62 63 64 65 M 67 68 69 70 71 n TJ 74 - 75 TI 76 78 79 80 - " 81 82 e3 85 84 86 - - 87 88 89 - HEC-1 INWT IO ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK m HC KK 101 RS RC RX RY KK 101 PE EA ul LS m KK HC KK m PE EA LS ul KK m HC KK m RS RC Rx RY KK m BA PE LS W Kt4 KK HC PT. 2 WINE FLM OF EASlNS A3 AH0 A4 2 CL A5 CHANNEL RWTIYG THROWiW CALAMRA LAKE EASIW ri 1 STOll -1 0.022 0.022 0.022 3200 0.014 465 475 485 495 507 517 275 270 265 2w 260 265 CL A5 RUNOFF FRCU WLAMRA LAKE BASIN A5 3.1 .2 87 0.19 CL A5 CCUEINE FLW OF A5 YITH RWTEO FLW 2 CL A6 RUNOFF FRCU CALAVERA LAKE BASIN A6 3.1 .5 87 .25 PT. 3 COlEINE FLM OF BASINS A5 AND A6 2 CL A7 CHANNEL RWTlNG THRWGH WLAVERA LAKE BASIN A7 1 STW -1 0.03 0.03 0.03 2700 0.010 450 465 480 4% 515 530 245 240 235 230 230 235 CL A7 RUNOFF FRCU WLAVERA LAKE EASIN A7 3.1 .2 88 .21 CL A7 CCUEINE FLCU OF A7 YlTH RWTEO FLW 2 527 270 545 240 537 275 560 245 PAGE 2 LINE 90 91 92 93 94 95 w 97 98 100 99 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 ID.. KK PB m BA LS UD KK m HC KK m PB BA LS UD KK m HC KK m RS SA SE SS KK m RS RC RX RY KK m PB 81 LE UD KK m HC KK m PB EA LS UD HEC-1 INWT ..... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6.: ..... 7... CL A8 RUNOFF FRCU CALAVERA LAKE BASIN MI 0.29 3.1 86 0.26 PT. 4 CCUBINE FLM OF BASINS A7 AND MI 2 CL A9 RUNOFF FRCU CALAERA LAKE BASIN A9 3.05 0.31 87 0.18 COMBINE FLM OF BASINS A7, A8, AND A9 CL A9 2 PT. 5 STORAGE ROUTING IN CALAMRA LAKE 1 ELEV 269.0 21 24 27 30 33 35 38 208 210 212 214 216 217 218 216.5 150 2.64 1.5 CLAlO CHANNEL ROUTING THRUJGH CALAVERA LAKE BASIN A10 1 STOR -1 0.035 0.045 0.035 MOO 0.027 450 465 480 195 515 530 545 165 160 155 150 150 155 160 CLAl0 RUNOFF FRCU CALAVERA LAKE BASIN A10 3.0 0.36 85 0.19 CCUBINE FLOUS OF BASIN YlTH ROUTED FLOU PT.6 2 CLAl 1 RUNOFF FRCU CALAVERA LAKE BASIN All 3.05 .a 85 0.21 ....e.. . . 39.5 219 560 165 PAGE 3 . . . .9.. . . . .10 41 43 220 221 L INE 135 137 136 138 139 140 141 142 1 43 144 145 146 147 148 149 150 151 152 154 153 155 156 157 158 159 160 161 162 164 163 165 166 167 168 169 170 171 172 173 175 1 74 176 HEC-1 INPUT PAGE 4 ID ....... 1 ....... Z ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT. 6 101 CCUEINE FLWS OF EASINS A10 AND All HC 2 KK CLAlZ 101 CHANNEL RWTING THRDUGH CALAMRA LAKE EASIY A12 RK 3100 0.007 0.035 20 3 KK CLAl2 kM RUYOFF FRCU CALAMRA LAKE BASIN A12 PB 3.0 EA 0.34 LE 85 u) 0.23 KK PT. 8 101 CCUEINE FLWS Of BASIN A12 UITH RWTEO $LOU HC 2 KK CL L1 101 RUNOFF FRllil CALAMRA LAKE BASIN L1 PE 3.1 BA 0.49 LS 91 u) 0.35 KK CL L2 101 RUNOFF FRCU CALAMRA LAKE BASIN LZ PB 3.1 EA 0.48 LS 90 u) 0.27 KK PT. 7 101 CCUEINE FLWS OF BASINS L1 AND LZ HC 2 KK CL 13 101 CHANNEL ROUTING THRWGH CALAVERA LAKE BASIN L3 RS RC 0.03 0.04 0.03 4700 0.036 1 STOR -1 RX 450 465 480 4% 505 520 535 550 RY 115 110 105 100 100 105 110 115 KK CL L3 RUNOFF FRCU CALAVERA LAKE BASIN ~3 PB 3.05 EA 0.39 LS 85 u) 0.3 - LINE - 178 177 179 - 180 181 183 182 184 - HEC-1 IWWT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT.8 KM CCUBIWE FLWS OF BASIN L3 UlTH ROUTED FLW HC 2 KK PT. 8 131 CCUBIWE FLWS OF BASIN A12 UITH ROUTED FLW fm 13 KO 3 2 22 HC 2 22 PACE 5 DRAINAGE STWV FOll NE WADRAND1 OF CARLSW a INTERSECTIW OF COLLWG BLVD. L UNW RD. FOR EXISTING COWDlTlNS OF WTERSHED OEVELWMEYT 21-HQIR STORM, 10-YEAR EVENT (34610lY.DAT) 6 IO WTWT CONTROL VARIABLES IPRNT 5 PRINT COWTROL IPLOT PSCAL 0. HYDROGRAPH PLOT SCALE 0 PLOT COWTROL IT HYORffiRAPH TIME DATA IOATE NMlN 1 0 STARTING DATE ITIIK NP 0000 STARTING TIME 300 NUMBER OF HYDROGRAPH ORDINATES 5 MINUTES IN CQlWTATlOW INTERVAL NDTIME NOOATE 2 0 ENDING DATE 0055 ENDING TIME ICENT 19 CENTURY luRK CDllWTATIOW INTERVAL .08 HOURS TOTAL TIME BASE 24.92 HOURS ENGLISH UNlTS DRAINAGE AREA SWARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATIOW FEET STORAGE MLWE FLW NBlC FEET PER SEW SURFACE AREA ACRE-FEET TEMPERATURE OECREES FAHRENHEIT ACRES - -.. .tt **. I** t.. t.. t.. **. ..* *.* ... t.. t.. .I. t.. *.* *4. ... ... ... ... t.. .H H. *.. tt. ..* ... t.. t.. Ht ... ..* .*ttt**t..t*.. t . KK PT. a . *...* t...t..*. - 182 KO OUTWT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT OSWL 0. HYDROGRAPH PLOT SCALE - 2 PLOT CONTROL IPNCR 0 PUNCH CCUPUTED HYDROGRAPH I OUT 22 SAM HYORCGRAPH aC THIS UNIT I SAVl 1 FIRST OROINATE POWCHEO OR SAVED lSAV2 TIMINT 300 LAST ORDINATE PUNCHED OR SAVED .083 TIME INTERVAL IN HWRS - 183 nc HYDROGRAPH CMIYATIOU - ICCUP 2 WEER OF HYDRCGRAPHS TO CCUBIYE ..* - t" *- **. *.. m - HYDROGRAPH AT STATIOU PT. 8 EAK FLCU TIME WIM AVERAGE FLCU (CFS) (HR) 6-HR 24-HR 72-HR 24.92-HP - 1100. 5.33 (CFS) (INCHES) 533. .a0 1.179 187. 180. 180. (AC-FT) 1.179 264. 371. 371. 371. 1.179 CWULATIVE AREA = 5.90 SP MI STATla( PT. 8 - (0) WTFLW 0. 200. 400. 600. 800. 1000. 1200. 0. 0. 0. 0. 0. 0. OAHRMW PER - 10000 10""""- """"_ _"""" ""."" ."""" """"_ """"_ """_" """"_ """_" """"_ __"""_ 10005 20 10010 30 -10015 40 10020 M 10025 60 10030 70 10035 80 IO040 90 10045 100 -10050 llO..................................................."....... 10055 120 10100 130 40105 140 10110 150 10115 160 10120 170 10125 180 10130 190 10135 200 - 10140 210............. ............................................... 10145 220 10150 230 -10155 240 I0200 250 IO205 260 10210 270 "10215 280 l0220 290 10225 300 -10230 310.................,........................................... 10240 330 10235 320 - 10245 YO 10250 350 10255 360 10300 37.0 -10305 38.0 10310 39.0 10315 40.0 -10320 41.0....................... ..................................... 10325 42.0 10330 43. 0 10335 44. 0 10340 45. 0 10345 46. 0 10350 47. 0 " 10355 c8. 0 . 10400 49. 0 . 10405 50. 0 . -10410 51....0.................................................,....... 10415 52. 10420 53. 0. .O 10425 54. .o la30 55. . 0. - 10435 56. A0440 57. 0 .o . 10445 58. 0. 10450 59. .o . 10455 60. 0. 10500 61 ...................... O.... .................................. 10505 62. 0. 10510 63. .o " -10515 64. .o . .o. .o . IO520 65. 10525 66. - 10530 67. 0 10535 68. .o. IO540 69. 10545 m. 0 . 0. -10550 71 ................ O............................................. 10555 72. 10600 75. 0. .o. 10605 74. .o 10610 75. .O 10615 76. 0. 10620 77. 0. 10625 78. 0. 10630 79. 0. 10635 80. . 0. - 40640 81 ........ 0. ................................................... 10645 82. . 0. 10650 83. .o. - 10655 84. .o. 1omo 85. .o. 10705 M. .o . 10710 87. .o . 70715 88. .o. IO720 89. .o. 10725 90. . 0. -10730 91 ......... O................................................... 10735 92. 10760 93. 10745 94. .o 10750 95. .o 10755 96. .o lo800 97. .o .I0805 98. .o . 10810 99. .o. 10815 100. . 0. 0 .O - _10820101 ............. o............................................... 10825 102. 10830 103. . 0. 0. 10835 104. 0. 10840 105. 0. 10845 106. 0. 10850 107. 0. -10855 108. 0. 10900 109. 0. 10905 110. 0. 10910111. 0 ............................................... - . ............. - 10915 112. 10920 113. 0. 0. 10925 114. 0. "10930 115. 0. 10935 116. . 0. - lOpI0 117. . 0. low 118. . 0. loPz0 119. .o. 109% 120. .o. llam121 ............ o.......... ...................................... 11005 122. .o . 11010 123. .o . - -11015 124. .o llozll 125. .o 11025 126. 11030 127. .o - .o 11035 128. .o 11m 129. 11G15 130. .o .o ~11050131 ............ O................................. ................ 11055 132. .o rnm 133. .o -11105 134. .o 11110 135. .o 11115 136. 11120 137. .O .o 11125 138. .O 11130 139. .O 11135 140. .o - -11lU141 ........... O.................................................. 11145 142. .o 11150 143. 11155 144. .O 0 11200 145. 0. 11205 146. 0. 11210 147. . 0. - 11215 148. .o. 11220 149. .o . 1122s 150. .o - -1lM151 ...... O................................... ................... 11235 152. .o 11240 153. .o 11245 154. 0 11250 155. 0. 11255 156. 0. 11500 157. 0. -11305 158. 0. 11310 159. 0. 11315 160. 0. - -11520161 ... O......................................................... 11330 163. 0 . 1132s 162. 0 . 11335 164. 0 . 11340 165. 0 . 11345 166. 0 . 11354 167. 0 . -11355 168. 0 . 11400 169. 0 . 11405 170. 0 . 11410171 .. 0 ........................................................... 11415 172. 0 11420 173. 0 11225 174. 0 "lluo 175. 0 - - 11435 176. 0 - 11440 177. 0 1445 1m. o 1450 179. 0 11455 180. 0 15W181.0.............. ............................................. 15M 182. 0 11510 183. 0 11515 184. 0 1520 185. 0 ,1525 186. 0 11530 187. 0 1535 188.0 1540 189.0 11545 190.0 - 1155O191.O............................................................ 1555 192.0 11600 193.0 - 11605 194.0 1610 195.0 1615 1W.O 11620 197.0 -1625 198.0 1630 lw.o 11635 200.0 11640201.0.. .......................................................... 1645 202.0 ,1650 203.0 11655 204.0 - rmo 205.0 1705 206.0 11710 207.0 "1715 208.0 1720 2w.o 11725 210.0 11730211.0 ............................................................ - 1ns 212.0 1740 213.0 11745 214.0 "1750 2150 1755 2160 11x10 2170 A1805 21.39 1810 2190 11815 2200 11~02210. ........................................................... - 1825 2220 1830 2230 11835 2240 '1840 2250 1845 2260 11850 2270 A1855 2280 1900 2m ,1905 2300 119102310 ............................................................ - 1915 23ZU 1920 2330 11925 2340 21930 2350 - 11935 2360 lwo 23m - 11945 2380 11950 2390 11955 2400 "12ooO2410............................................................ 12005 2420 12010 2430 - 12015 2440 12020 2450 12025 2460 12030 2470 -12035 2480 12040 2490 12045 2500 -120502510...........................................,................ 12055 2520 12100 2530 12105 2540 12110 2550 12115 2560 - 12120 2570 -12125 2580 12130 2590 12135 2Ma _121402610............................................................ 12145 2620 12150 2630 12155 2640 - 12200 2650 12205 2660 12210 2670 - 12215 2680 12220 2690 12225 2700 122302710 ............................................................ 12240 ZTJO 12235 2720 12245 2740 - 12250 2750 12255 2760 12300 2770 - 12305 2780 12310 2790 12315 ZBOO 1232028810. ........................................................... 12325 2820 12330 2830 12335 2840 - 12340 2850 12345 2860 12350 2870 - 12355 2860 20000 2890 20005 Zpoo - - zaolo~lo ............................................................ -20015 2920 20020 2930 20025 2940 - 20030 2950 OPERATION HYDROGRAPH AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO RWTED TO HYDROGRAPH AT 2 CCUBINED AT HYDROGRAPH AT 2 COMBINED AT STATION CL A1 CL A2 PT. 1 CL A3 CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL A8 PT. 4 CL A9 CL A9 PT. 5 CLAlO CLAIO PT.6 CLAl 1 PT. 6 FLW IN CUBIC FEET PER SEWUD RUNOFF SWARY TIME IN HWRS, AREA IN WE MILES PEAK TIME OF FLW 329. 105. 425. 420. 285. 667. 289. 965. 964. 101. 1050. 247. 1286. 1279. 104. 1370. 136. 1498. 153. 1640. 344. 343. 157. 373. 103. 392. PEAK 5 .42 5.25 5.33 5.42 5.25 5.33 5.50 5.42 5.42 5.17 5.42 5.25 5.33 5.42 5.17 5.42 5.25 5.42 5.17 5.33 9.25 9.33 5.25 9.33 5.25 9.33 AVERAGE FLW FtM WIW PERIOD 6-HWR 125. 36. 161. 160. 97. 256. 112. 3ta. 368. 34. 401. 84. 485. 485. 35. 520. 47. 566. 51. 617. 266. 265. 53. 286. 35. 300. 24-IKXIII 37. IO. 47. 47. 29. 75. 33. 100. 106. 10. 118. 25. 143. 143. 10. 153. 14. 166. 15. 181. 75. 75. 15. 90. 10. loo. 72-)IOW 35. 10. 45. 45. 27. n. 32. 104. 104. 9. 114. 24. 137. 137. 10. 147. 13. 160. 14. 175. 72. 72. 15. 67. 10. w. BASIN AREA .74 .21 .95 .95 .48 1.43 .a 2.11 2.11 .20 2.31 .50 2.81 2.81 .20 3.01 .29 3.30 .31 3.61 3.61 3.61 .36 3.97 .23 4.20 WlW TIME OF §TAU W STAGE 342.52 5.42 263.49 5.42 234.01 5.42 217.41 9.25 151.84 9.33 RWTED TO HYDROGRAPH AT 2 COMBINED AT HYDRCGRAPH AT HYDROGRAPH AT 2 CCUBIYEO AT RWTED TO HYDROGRAPH AT 2 COMBINED AT 2 COMBINED AT CLAl2 CLA12 PT. 8 EL 11 CL L2 PT. 7 CL 13 CL 13 PT .a PT. 8 392. 147. 419. 273. 267. 533. 530. 167. 697. 1100. 9.33 5.25 9.33 5.33 5.25 5.25 5.33 5.33 5.33 5.33 300. 50. 321. 97. 91. 188. 188. 59. 247. 533. 100. 15. 115. 29. 27. 55. 55. 17. 72. 187. w. 4.20 14. .x 110. 4.54 27. .49 26. .48 53. .97 53. .97 102.72 5.33 16. .39 70. 1.36 180. 5.90 SUIURY OF KINEMTIC WAVE - WSKINU"CWIGE RWTING (FLW IS DIRECT RUNOff UITHWT BASE FLQO INTERPOLATED TO - ISTAP ELEMENT DT PEAK TIME TO MLUY Dl PEAK TIME TO WLW CO(PUTATIW INTERVAL PEAK PEAK - (MIW) (CfS) (MIN) (IN) (WIN) (CfS) (WIN) (IN) CLAl2 MWE 2.24 391.81 563.32 .89 5.00 391.72 560.00 .89 - WTINUITY SUIURY (AC-FT) - INFLW .1986E+03 EXCESS- .0000E+00 WTfLW .lW16E+O3 BASIN STORAGE- A254E-01 PERCENT ERROR= .O - - '* NORMAL END Of HEC-1 *** .. tttt*ttttt**ttttt..t.tttttttttttt...tt* " FLDaO HYDROGRAPH PACKAGE (HEC-1) * * SEPTEMBER lPp0 t VERSION 4.0 t RUN DATE 08/09/1W1 TIME 22:03:25 * .tt...t...t.t.~~..*.ttttttHt*.~*~~*..~***.***~ x x XXXXXXX xxxxx X x xx xx xx x xx X X xxxxxxx xxxx x xxxxx x x xx X X x xx xx X x x XXXXXXX xxxxx xxx THIS PROGRM REPLACES ALL PREVIWS VERSIONS OF HEC-1 KNOUW AS HEC1 (JAY TJ), HEClGS, HEClDB, AND HEClKW. -~ THE DEFINITIONS OF VARIABLES -RTIYP- AND -RTIOR- HAVE CHANGED FR(11 THOSE USED UlTH THE 19n-STYLE INWT STRUCTURE. THE DEFINITION OF "ISKK- ON RM-CARD UAS CHANGED UlTH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSIOU NEU OPTIONS: DAMBREAK WTFLW SUBMERGENCE , SINGLE EVENT DUUGE CALCULATIW, DSS:YRITE STAGE FREWENCV, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:CREEN AND MPT INFlLTRATlW KINEMATIC UAVE: NEU FINITE DIFFERENCE ALGDRITHM - - LINE 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 19 21 22 23 24 25 26 27 28 30 29 31 32 33 34 35 36 37 38 39 40 41 42 43 64 45 46 47 HEC-1 INPUT PAGE 1 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 - IO ID 1D ID IT 10 KK a( IN PB PI PI PI PI PI BA LS u) KK KM BA u) LS KK KM HC KK KM RS RC RX RV KK KM PB BA LS u) KK Kn HC KK KM PB BA u) LS DRAINAGE STWV FOR NE WADRANDT OF URLSBAD a INTERSECTION OF COLLGEG BLM. c CANNON RD. FOR ULTIWTE WUDlTINS OF WATERSHED OEVELOPYEYT 24-HCUR STORM, 10-VEAR EVENT (346101.DAT) 5 5 300 CL A1 RUNOFF FRCU WLAVERA LAKE BASIN A1 15 3.2 .014 .016 .017 .02 .023 .03 .Os5 .W7 .088 .096 0 0.009 .007 .OW .OW .011 .OW .011 .012 .013 .oBz .Os1 .027 .OU .021 .02 .019 .017 .016 .018 .01 .016 .015 .014 .015 .012 .013 .Ol .01 .Ow .01 .011 .Ol .ow .ow .01 .009 .74 86 0.45 CL A2 RUNOFF FRCU CALAVERA LAKE BASIN A2 .21 86 .23 PT. 1 CDnelNE FLW OF A1 AND A2 2 CL A3 CHANNEL RWTINC THRWCH CALAVERA LAKE BASIN A3 1 STOR -1 0.022 0.022 0.022 4200 .012 465 475 485 4% 505 515 525 535 355 350 345 340 340 345 350 355 CL A3 RUNOFF FRCU CALAVERA LAKE BASIN A3 3.15 .48 91 .25 PT. 2 CDnelNE FLW OF A3 UlTH RWTEO FLCU 2 RUNOFF FRCU CALAVERA LAKE BASIN A4 CL A4 3.15 .a 86 .49 LINE 48 49 50 51 52 53 54 55 56 57 58 59 61 60 62 63 64 65 66 67 68 69 71 70 72 73 74 75 76 TI 78 Bo 79 81 82 83 84 85 86 87 88 89 HEC-1 INWT IO ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PI. 2 KW CMBINE FLCUS OF BASINS A3 ANU A4 HC 2 KK CL A5 KW CHANNEL RWTING TRRWH CALAVERA LAKE BASIN A5 RS 1 STOR RC 0.022 0.022 0.022 3200 0.014 -1 Rm 465 475 485 6% 507 517 527 537 RY 275 270 265 260 260 265 270 275 KK CL A5 KW RIMOFF FRCU CALAVERA LAKE BASIN A5 PB 3.1 BA LS .2 u) 0.19 87 KK CL A5 KII CCUBINE FLW OF A5 YITH ROUTED FLW HC 2 KK CL A6 KW RUNOFF FRCU CALAVERA LAKE BASIN A6 PB 3.1 BA LS .5 u) .25 87 KK PT. 3 KW CMBINE FLCUS OF BASINS A5 AND A6 HC 2 KK CL A7 KW CHANNEL RWTINC THRWCH CALAVERA LAKE BASIN A7 RS 1 STOR -1 RC 0.03 0.03 0.03 2700 0.010 RX 450 465 480 4% 515 530 Y5 560 RY 245 240 235 230 230 235 240 245 KK CL A7 KW RUNOFF FRCU CALAVERI LAKE BASIN A7 PB 3.1 BA LS .2 w .21 88 KK CL A7 KW COllBlNE FLW OF A7 YITH RWTEO FLW HC 2 PAGE 2 - LINE 90 91 92 93 95 94 w 98 97 100 99 101 102 103 lo4 105 106 107 109 108 110 111 112 113 114 115 116 117 118 119 121 120 122 123 124 125 126 127 128 129 130 131 132 133 134 HEC-1 INPUT PACE 3 10 ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK a PB EA 1s W KK nc a KK a PU LS EA W KK a HC KK 131 RS SA K ss KK 131 RS RX RC RY KK a PU BA LE In KK a HC KK a PO BA In LE CL Aa RUNOFF FRCU CALAVERA LAKE BASIN A6 0.29 3.1 86 0.26 PI. 4 CQlBlNE FLOUS OF BASINS A7 AW A8 2 CL A9 RUNOFF FRCU CALAVERA LAKE BASIN A9 3.05 0.31 89 0.18 CL A9 CCUEINE FLOUS OF BASINS A7, M, AND A9 2 Pl. s STORAGE ROUTING IN WLAVERA LIKE 1 ELEV 209.0 21 24 27 30 33 35 38 39.5 41 43 200 210 212 214 216 217 218 219 220 221 216.5 150 2.64 1.5 CUlO CHANNEL ROUTING THRWGW CALAVERA LAKE EASIN A10 0.035 0.045 0.035 3600 0.027 1 STOR -1 450 465 480 4% S1S 530 545 560 165 160 155 150 150 155 160 165 CLAlO RUNOFF FR(* CALAVERA LAKE BASIN A10 0.32 3.0 87 0.19 PT.6 CDllBlNE FLM OF BASIN WITH RWTED FLW 2 CLAl 1 RUNOFF FRCU ULAVERA LAKE BASIN All 3.05 .a 85 0.21 LINE 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 lbo 161 162 163 164 166 165 168 167 169 rm 171 172 173 174 175 176 HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... L ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ..... KK PI. 6 131 CWINE FLOUS OF BASINS A10 AN0 All Hc 2 KK CUlZ KU CHANNEL RWTING THRWGH ULAVERA LAKE BASlY A12 RK 3100 0.007 0.035 20 3 KK CLA12 131 RUNOFF FRCU CALAVERA LAKE BASIN A12 PB 3.0 BA 0.38 LS 87 w 0.23 KK PT. 8 131 CWINE FLOUS OF BASIN A12 YlTH RWTEO FLOU HC 2 KK CL L1 KU RUNOFF FRCU CALAVERA LAKE BASIN L1 PB 3.1 BA 0.49 LS 91 u) 0.35 KK CL LZ KU RUNOFF FRCU CALAVERA LAKE BASIN 12 PB 3.1 BA 0.48 LS w LO 0.27 KK PI. 7 131 CCUBIWE FLOUS OF BASINS L1 AND LZ nc 2 KK CL 13 131 CHANNEL RWTlNG THRCUGH CALAVERA LAKE BASIN L3 RS 1 STOR -1 RC 0.03 0.04 0.03 4700 0.036 RX 450 465 480 4% 505 520 535 550 RY 115 110 1M 100 100 105 110 115 KK CL 13 131 RUNOFF FRCU CALAVERA LAKE BASIN L3 PB 3.05 BA 0.39 LE 85 u) 0.3 PAGE 4 -. .10 L IYE 177 178 179 180 181 183 182 184 HEC-1 IWWT PACE 5 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 - KK PT.8 131 CWIYE FLIYE OF BASIN L3 YITH ROUTED FLW HC 2 KK PT. 8 131 COlslWE FLIYE OF BASIN A12 UITH RWTED FLW FR01 L3 KO 3 HC 2 2 22 22 .tt......t*..t*..t..*...~~~~~*~.H***......~ . * FLDYJ HYDROGRAPH PACKAGE (HEC-1) * t SEPTEMBER 1990 VERSION 4.0 . * * RUN DATE 08/09/1W1 TIME 22:03:25 . t...**.tt.t....~.t...*..tt.t..~*~***~*HH***H DRAINAGE SWOV FOR NE WWT OF CARL- a INTERSECTION OF COLLGEG BLW. L CANWON RD. FOR ULTIIUTE COUDlTlNS OF UATERSHED DEVELDPllENT 24-HQIR STIXU, 10-YEAR EVENT (346101.DAT) 6 10 WTPUT CONTROL VARIABLES IPRNT IPLOT QSCAL 5 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA IDATE NUIN 1 0 STARTING DATE ITIME 0000 STARTING TIME 5 MIYUTES IN CDllWTATlON INTERVAL WQ NDDATE 300 NWBER OF HYDROGRAPH WDINATES NDTlME 2 0 ENDING DATE ICEYT OD55 ENDING TIME 19 CENTURY UARK CCUPUTATION INTERVAL .08 HWRS TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH INCHES SPUARE UILES LENGTH, ELEVATION FEET FLW STORAGE VOLUY CUBIC FEET PER SECOND ACRE-FEET SURFACE AREA ACRES TEWERATURE ". - DECREES FAHRENHEIT - .tt t.. ... t*t ttt t.. .** It. .*. t.. **. ... t.. tt. ... .** t.* tt. ... t.. ... ... .tt H. ... ... tt. .*. .H t** ... Ht .*. 180 KK 182 KO .*.**. ttt..... PT. 8 t **..*.*. ttt... WTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL QSUL IPLOT 2 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 185 HC ... PEAK FLW (CFS) 1128. IPNCH 0 PUNCH COYPUTED HYDROGRAPH IWT 22 SAVE HYDROWUPH ON THIS UNIT I SAVl lSAV2 300 LAST CUDINATE WNCHED OR SAVED 1 FIRST CUDINATE FUNCHED OR SAVED TIYINT .083 TIM INTERVAL IN HWRS HYDROGRAPH CCUEINATION I caw 2 NWEER OF HYDROGRAPHS TO CCUBIYE ... ... *n ... HYDROGRAPH AT STATION PT. 8 TIME UAXIIUI AVERAGE FLW (HR) 6-HR 24-HR R-HR 5.33 (CFS) 546. 191. 184. (INCHES) .@61 1.205 1.205 (AC-FT) 271. 379. 379. CULlLATIVE AREA 5.W SP MI tn 24.92-HI 1.205 184. 379. STATIW PT. 8 - (0) OUTFLOU 0. 200. 400. 600. 800. looo. 1200. 0. 0. 0. 0. 0. 0. DAHRUW PER 10000 10""""- """___ _____"" """"_ ""___" ".""" "*""" _"""" """"_ ""."" """"-.."""--. 10005 20 10010 30 10015 40 10020 50 10025 60 - - 10030 m 10035 m - 10040 90 10045 loo 10050 llO............................................................ 10055 120 101w 130 10105 140 10110 150 10115 lbQ - .- IOIZO rm 10125 1m - 10130 190 10135 Mo 10140 210.........................................................-.. 10145 220 10150 230 10155 240 10200 KO 10205 260 - - 10210 270 10215 280 10220 290 10225 300 10230 310.......... .................................................. - 10235 320 10240 330 10245 340 10250 350 10255 360 10300 37.0 10305 38.0 10310 39.0 10315 40.0 103a 41.0............................................................ - 10325 42. 0 10330 43. 0 10335 44. 0 10340 45. 0 10345 46. 0 10350 47. 0 . 10355 48. 0 . 10400 49. 0 . 10405 50. 0. 10410 51....0........................................................ 10415 52. 0 10420 53. .o 10425 54. .o . 10430 55. 0. - - - - .- - - 10435 56. .o 10440 57. . 0. 10445 58. .O 10450 59. 10455 t4. 10500 61 ....................... O..................................... 10505 62. .O 10510 65. .o . 10515 64. . 0. 10520 65. 10525 66. . 0. .o. 10530 67. 10535 68. .O 10540 69. .O . 0. .O . 0. 10545 m. . 0. ................ 10555 72. 10550 71 O............................................ 0. 10600 73. .o. 10605 74. .o 10610 75. 10615 76. .o 0 10620 77. 0. 10625 78. 0. 10630 79. 0. 10635 en. 0. 10640 81 ........ o..... ............................................... 10645 62. . 0. 10650 83. .o. 10655 84. .o. 10700 85. .o. 10705 86. .o. 10710 87. .o. 10715 88. . 0. 10720 89. . 0. 10725 W. 0. 10730 91 .......... O.................................................. 10735 92. .O 10740 93. .o 10745 94. : 0 10750 95. .o 10755 96, .o 10800 97. .o . 10805 98. .o. 10810 99. . 0. 10815 100. . 0. 1.0101 .............. o............................................... 10825 102. 10830 103. 0. 10835 104. 0. 0. 10840 105. 0. 10845 106. 10850 107. 0. 10855 108. 0. 0. low0 109. 0. 10905 110. 0. 10910111 .............. o......... ..................................... 10915 112. 0. 10920 113. 10925 114. 0. 0. 10930 115. 0. 10935 116. 0. 10940 117. . 0. 10945 118. . 0. 10950 119. 10955 120. .o. .o. 11000121 ............. 0 ................................................ 11005 122. .o . 11010 123. .o . 11015 124. 11020 125. .o . .- .o 11025 126. .o 11030 127. .o 11035 128. .o 11040 129. .o 11045 130. .o 11050131 O................................................. 11055 132. .o 11100 133. .o 11105 134. 11110 135. .o " .o 11115 136. .o 11120 137. .O 11125 138. .O 11130 139. 11135 140. .O .o lllC0141 ........... 0 .................................................. -. 11145 142. .O 11150 143. .o 11155 144. 0 11200 145. 0. 11205 146. 11210 147. 0. . 0. 11215 148. .o. 11220 149. .o . 11225 150. .o 11230151 ...... O...................................................... - 11235 152. .o 11240 153. .o 11245 154. 0 11250 155. 0 11255 156. 0. 11300 157. 0. 11305 158. 0. 11310 159. 0. 11315 160. 0. 113M161 ... O......................................................... 11325 162. 0 . 11330 163. 0 . 11335 164. 0 . 11340 165. 0 . 11345 166. 0 . 11350 167. 0 . 11355 161). 0 . 11400 169. 0 . 11405 170. 0 . 11410171 .. O.......................................................... 11415 172. 0 11420 173. 0 11425 176. 0 11430 175. 0 . -. -. - - ............ - - - - - - - ._ - - 11435 176. 0 11440 177. 0 11445 178. 0 11450 179. 0 11455 180. 0 11500181.0........ ................................................... 115M 182. 0 11510 183. 0 11515 184. 0 11520 185. 0 11525 186. 0 11530 187. 0 11535 188.0 11540 189.0 11545 190.0 11550191.0............................................................ 11555 192.0 116W 193.0 11605 194.0 11610 195.0 11615 1W.O 11620 197.0 11625 198.0 11630 199.0 11635 200.0 11640201.0........... ................................................. - 11645 202.0 11650 203.0 11655 204.0 *_ - .- - - *_ - rtmo 205.0 11m5 206.0 - 11710 207.0 11715 208.0 11720 209.0 11725 210.0 11730211.0 ............................................................ 11735 212.0 11740 213.0 11745 214.0 11750 2150 11755 2160 lle00 2170 11805 2180 11810 2190 11815 2200 118202210 ............................................................ - - - .- 11825 2220 11830 2230 11835 2240 11840 2250 11845 2260 11850 2270 11855 2280 11900 2m 11905 2300 1191023310 ............................................................ 11915 2320 11920 2330 11925 2340 - - " - 11930 23% .- 11935 2360 11940 2370 11945 2380 11950 2390 11955 2400 120002410.................... ........................................ 12010 2430 12005 2420 12015 2440 12020 2450 12025 2460 ._ - - 12030 2470 12035 2480 12040 2490 12045 2500 120502510............................................................ 12055 2520 12100 2530 12105 2540 12110 2550 12115 2560 - - . -. 1mo 2570 12125 2580 12130 2590 12135 2600 lZlCO2610........ .................................................... 12145 2620 12150 2630 12155 2640 12200 2650 12205 2664 - - - 12210 2670 12215 2680 12220 2690 12225 2700 122302710............... ............................................. - 12235 2Ro 12240 2730 12245 2740 12250 2750 - - 12255 2760 12300 2770 12305 2780 12310 2790 12315 2800 123202810.............................................................. 12325 2820 12330 2830 12335 2840 12340 2850 12345 2860 - - -. 12350 z8m 12355 2669 20000 2890 20005 Zpoo 200102910....... ..................................................... 20015 2920 20020 2930 20025 2940 20030 2950 .- -~ - OPERATIOI HYDROGRAPH AT HYDROGRAPH AT 2 CCUEIWED AT ROUTED TO HYDROGRAPH AT 2 CCUEIWED AT HYDROGRAPH AT 2 CCUBIWED AT ROUTED TO HYDROGRAPH AT 2 CCUBIWED AT HYDROGRAPH AT 2 CCUEINED AT ROUTED TO HYDROGRAPH AT 2 UWEINED AT HYDROGRAPH AT 2 CCUEINED AT HYDRCGRAPH AT 2 CCUBINED AT ROUTED TO ROUTED TO HYDROGRAPH AT 2 CCUEINED AT HYDROGRAPH AT 2 CCUEIWEO AT STATlW CL A1 CL A2 PT. 1 CL A3 CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL A8 PT. 4 CL A9 CL A9 PT. 5 CLAlO CLAlO PT.6 CLAll PT. 6 PEAK FLW 329. 105. 425. 420. 285. 687. 289. w5. w. 101. 1050. 247. 1286. 1279. 104. 1370. 136. 1498. 167. 1652. 348. 347. 153. 375. 103. 3%. RUNOFF SUMRY FLW IN WBIC FEET PER SEW TIME IN HOURS, AREA IN SWARE WILES llME OF PEAK 5.42 5.25 5.33 5.42 5.25 5.33 5.50 5.42 5.42 5.17 5.42 5.25 5.33 5.42 5.17 5.42 5.25 5.42 5.17 5.33 9.17 9.33 5.17 9.25 5.25 9.25 6-HOUR 125. 36. 161. 160. 97. 256. 112. 368. 368. 34. 401. &I. 485. 485. 35. 520. 47. 566. 55. 621. 270. 270. 51. 289. 35. 304. 24-IIaM 37. 10. 47. 47. 29. n. 33. 108. 108. 10. 118. 25. 143. 143. 10. 153. 14. 166. 16. 183. 76. 76. 15. 91. 10. 101. 72-mxR 35. 10. 45. 45. 27. 73. 32. 104. 104. 9. 114. 24. 137. 137. 10. 147. 13. 160. 16. 176. 73. 73. 14. ea. 10. 97. BASIN AREA .74 .21 .% .% .a 1.43 .68 2.11 2.11 .20 2.31 .50 2.81 2.81 .20 3.01 .29 3.30 .31 3.61 3.61 3.61 .32 3.93 .23 4.16 WIM STAGE 342.52 263.49 234.01 217.42 151.85 5.42 - 5.42 - 5.42 - 9.17 - 9.33 RWTED TO CLA12 HYDROGRAPH AT CLAl2 2 CCHBINED AT PT. 8 HYDROGRAPH AT CL Ll HYDROGRAPH AT CL L2 2 CCHBINED AT PT. 7 RWTED TO CL 13 HYDROGRAPH AT CL 13 2 CCHBIYED AT PT.8 2 CCHBIYED AT PT. 8 394. 9.33 180. 5.25 435. 5.25 273. 5.33 267. 5.25 538. 5.25 530. 5.33 167. 5.33 697. 5.33 1128. 5.33 304. 61. 328. 97. 91. 188. 188. 59. 247. 5L6. 101. 18. 119. 29. 27. 55. 55. 17. 72. 191. 97. 17. 114. 27. 26. 53. 53. 16. 70. 166. 4.16 4.54 - .49 .a - .97 .97 102.72 5.33 -. .39 1.36 - 5.90 - ** NORMAL END OF KC-1 *** r.t.t*tt*.**ttt.~~.t*~****~~**~~**.~*.**. t . FLWD HYDROGRAPH PACKAGE (HEC-1) SEPTEMEER 1PW VERSION 4.0 . - " . RUN DATE 06/09/1991 TIME 22:09:24 - *...*.. tt*t*tt**tttt~*~.**".**~..****.~~* .... t.t..ttttt.t....m.tt..t*....t.t. U.S. ARMY OXPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 649 SECWD STREET DAVIS, CALIFORNIA 95616 (916) 756-1101 . . . * ~.Htttt**...Nt......~.......t x x Iluo(U XXXU X x xx x xx xx X U X xxxxm xxxx x xnac x x xx x xx X X xx x x XXXXXXX XXXU XU X - THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOVW AS HECl (JAY 73). HEClGS, HEClDE, AWD HEClKU. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FRCU THOSE USED UlTH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF "ISKK- ON RH-CARD UAS CHANGED UITH REVISIONS DATED 21) EEP 81. THIS IS THE FORTRANTI VERSION - NEU OPTIWS: DAMEREAK OUTFLW SUEMERGENCE , SINGLE EVENT DUUGE CALCULATIOW, DSS:YRITE STAGE FREPUENCY, DSS:RE*D TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMP1 INFILTRATION KINEMATIC UAVE: NEU FINITE DIFFERENCE ALGORITHU - LINE 1 3 2 4 6 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 29 - 31 32 33 - 34 35 36 - 37 38 39 - 40 41 - 42 43 46 45 - HEC-1 INPUT PAGE 1 IO ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 IO ID ID IO IT IO KK KM PB IN PI PI PI BA LE W KK SA KM W LS KK KM HC KK KM RS RC RX RY KK PO 131 SA LS W KK KM HC KM KK PB BA W 1s DRAINAGE STWY FOR NE UJADRANOT OF CARLEM a INTERSECTIOY OF WLLGEC SLW. CANNON RD. FOR ULTIH4TE MUOITINS OF WTERSHED DEVELOPMENT 6-HWR STORM, 100-YEAR EVENT 5 5 (WlW.DAT1 75 CL A1 RUNOFF FRCU CALAVERA LAKE BASIN A1 15 2.9 .le5 .os .os .04 .04 .0275 .02n .0225 .0225 .02 o .om .om .om .om .om .0275 .WE .om .IS .w .02 .02 .02 .02 .74 a6 0.45 CL A2 RUNOFF FRDll CALAVERA LAKE BASIN A2 .21 86 .23 PT. 1 CCUBINE FLOW OF A1 AND A2 2 CL A3 CHANNEL RWTING THRWCH CALAVERA LAKE BASIN A3 0.022 0.022 0.022 4200 .012 1 STOR -1 465 475 485 4% 505 515 525 535 355 350 345 X0 340 345 350 355 CL A3 RUNOFF FRCU CALAVERA LAKE BASIN A3 2.85 .48 91 .25 PT. 2 CCUSINE FLW OF A3 YlTH RWTED FLCU 2 RUNOFF FRCU CALAVERA LAKE BASIN A4 CL A4 2.9 .6a a6 .49 LINE 46 18 47 49 50 51 52 53 54 55 56 58 57 59 60 61 62 63 64 65 66 67 68 69 70 72 71 73 74 75 76 77 78 79 80 81 85 82 a4 85 a6 87 HEC-1 INPUT PAGE 2 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK PT. 2 KM CCUEINE FLWS OF EASIYS A3 AND A4 HC 2 KK CL A5 RS KM CHANNEL RWTIYC THR(UGH CAUVERA LAKE EASIY A5 1 STaR RC 0.022 0.022 0.022 3200 0.014 -1 RX 465 475 485 495 507 517 527 537 RV 275 270 265 260 260 265 2m 275 KK CL A5 KM RUNOFF FRCU CALAVERI LAKE BASIY A5 PE 2.8 EA LS .2 W 0.19 87 KK CL A5 aC CCUEINE FLOU OF A5 UITH RWTEO FLOU nc 2 KK CL A6 PE 2.8 KM RUNOFF FRCU ULAVERA LAKE BASIN A6 EA LS .5 W .25 87 KK PT. 3 KM CCUEINE FLWS OF BASINS A5 AND A6 ne 2 KK CL A7 RS KM CHANNEL RWTINC THRWCH CALAVERA LAKE EASIY A7 1 STOR -1 RC 0.03 0.03 0.03 2700 0.010 RX 450 465 480 495 515 530 545 560 RV 245 240 235 230 230 235 240 245 KK CL A7 PB 2.8 KM RUNOFF FRCU CALAVERA LAKE EASIY A7 EA LE .2 w .21 81) KK CL A7 KM MI(E1NE FLOU OF A7 UITH RWTEO FLOU HC 2 PAGE 3 LINE - 89 a8 90 - 91 92 93 - 94 95 96 - 97 98 100 99 101 102 - - 103 104 - 105 107 106 108 109 110 111 - - 112 113 114 115 116 117 - - 118 120 119 121 122 123 - - 124 125 126 - 127 13 128 130 131 132 - - HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK CL A8 KM RUNOFF FRCU CALAVERA LAKE BASIN A8 PB 2.8 BA 0.29 LS a6 LD 0.26 KK PT. 6 KM CCWINE FLM OF BASINS A7 AND A8 HC 2 KK CL A9 KM RUNOFF FRCU CALAVERA LAKE BASIN A9 PB 2.75 BA 0.31 LS 89 In 0.18 KK CL A9 KM CCUBINE FLM OF BASINS A7, A8, AND A9 HC 2 KK PT. 5 KM STOllAGE ROUTING IN CALAVERA LAKE RE 1 ELEV 209.0 SA 21 24 27 30 33 35 38 39.5 41 SE 208 210 212 214 216 217 218 219 220 221 43 SS 216.5 150 2.64 1.5 KK CLAlO KM CHANNEL ROUTING THROUGH CALAVERA LAKE BASIN A10 RS 1 STOR RC 0.035 0.045 0.035 MOO 0.027 -1 RX 450 465 680 4% 515 530 545 560 RV 165 160 155 150 150 155 160 165 KK CLAlO KM RUNOFF FRCU CALAVERA LAKE BASIN A10 PB 2.7 BA 0.32 LS 87 LD 0.19 KK PT.6 WINE FLM OF BASIN WITH ROUTED FLW HC 2 KK CLAll KM RUNOFF FRCU CALAVEM LAKE BASIN All PB 2.75 BA .23 LS 85 LD 0.21 LINE 133 1% 135 136 137 1% 139 140 141 143 142 144 145 147 146 149 14a 150 151 152 153 154 155 157 156 158 159 160 161 162 163 165 164 166 167 168 169 170 171 172 173 174 HEC-1 INPUT PAGE 5 IO ....... 1 ....... 2 ....... 3 ....... b ....... 5 ....... 6 ....... 7 ....... 0 ....... 9 ...... 10 KK PT. 6 KM WINE FLWS OF BASINS A10 AND All HC 2 KK CLAl2 KM CHANNEL EQITING THRaUGH CALAVERA LAKE BASIN A12 RK 3100 0.007 0.035 20 3 KK CLAl2 KM RUYOFF FRCU CALAMRA LAKE BASIN A12 BA 0.M PO 2.7 LS 87 u) 0.25 KK PT. 8 KM COMBINE FLWS OF BASIN A12 YlTH ROUTE0 FLCU HC 2 KK CL L1 KM RUNOFF FRCU CALAMRA LAKE BASIN 11 PB 2.a BA 0.49 LS 91 u) 0.35 KK CL L2 KM RUNOFF FRCU CALAVERA LAKE BASIN L2 PB 2.1) BA 0.a LS w u) 0.27 KK PT. ? KM CCUBINE FLOW OF BASINS L1 AN0 L2 HC 2 KK CL 13 131 CHANNEL ROUTING THROUGH CALAMRA LAKE BASIN L3 RS RC 0.03 0.01 0.03 4700 0.036 1 STDR -1 RK 450 465 480 4% 505 520 535 550 RY 115 110 105 100 100 105 110 115 KK CL L3 KM RUNOFF FRCU CALAVERA LAKE BASIN L3 p8 2.75 BA 0.39 LS a5 u) 0.3 LINE - 1 76 177 in - 178 179 181 180 182 - HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... V ...... 10 KK PT.8 YII CQIBIYE FLM OF BASIN L3 UITH RWTED FLOU HC 2 KK PT. 8 KO YII WINE FLM OF BISlW A12 UlTH RWTED FLOU FRQI 13 3 2 HC 2 22 PAGE 5 .- "t..... tt*t.t..t..*....t.t.ttt.t.tt..tt*. - FLOOO HYDROGRAPH PACKACE (HEC-1) SEPTEMEER 15% . VERSION 4.0 L . RUN DATE 08/09/1991 TIME 22:09:24 = - t.t..t.........t.....*~.*.****.~*~~~.~ ..... t..t.t~~t....t****....*.~~*.*..**~ . . US. ARMY CORPS OF ENGINEERS * HYDROLOGIC EYCINEERING CENTER 609 SECOYO STREET DAVIS, CALIFORNIA 95616 . . (916) n6-1105 . . . ..... HH~....**...tt.....t.tt.tn..... DRAINAGE STWY FOR WE WRAWDT OF CARLSEID a INTERSECTION OF COLLGEG ELKL L WNYOY m. 6-HOUR STORM, 100-YEAR EVENT FOR ULTIMTE CWDITINS OF UATERSHED DEVELOPMENT (346100.DATl DUTWT CONTROL VARIABLES IPRNT IPLOT 5 PRINT CONTROL D PLOT CONTROL asw 0. HYDRffiRAPN PLOT SCALE HYDROGRAPH TIME DATA IDATE 1 0 STARTING DATE ITlM DODO STARTING TIME NMIY 5 MINUTES IN CCUWTATION INTERVAL NDDATE NP 1 0 ENDING DATE NDTIlE 0610 ENDING TIME lCEWT 19 CENTURY MARK n WEER OF HYoRmuPH ORDINATES CCUPUTATION lWTERVAL .OB HWRS TOTAL TIME EASE 6.17 HWRS ENGLISH UNITS DRAINAGE AREA SWARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATIDY FEET FLCU STORAGE MLWE CUBIC FEET PER SECOWD ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT I. ttt tt. *** t.. t.. t** t.. *.* ... ... **. ... *** ..I H. ... *t* ... ..* t.. ... ... ... *** tu *** ..* *** .*. ttt ..* t.. - .**..t..**.H. . . 178 KK PT. 0 " . . t... t*ttt..**. 780 KD WTWT UmTRM VARIAELES IPRNT 3 PRINT COUTROL IPLOT 2 PLOT CONTROL - PSCAL 0. HYDROGRAPH PLOT SCALE HYORCGRAPH CoIlBlNATlOU I caw 2 NWBER OF HYDROGRAPHS TO CCUBINE .H **t *.. ." HYDROCRAPH AT STATIO( PT. 8 TIME (HR) WlM AVERAGE FLW 6-HR 2.92 24-HR (CFS) 72-HR (INCHES) 443. .Ma 431. A98 431. (AC-FT) 220. 220. 220. .m MILATIVE AREA = 5.W sp 111 ... 6.17-HR 431. .Ma 220. STATIC# PT. 8 " - (0) WTFLW 0. 200. 400. 600. 800. 1000. 1200. 1400. 1600. 0. 0. 0. 0. DAHRHN PER -lMH)o 10""""- "_______~"""." "_""" """___ """"_ ""__"_ """"_ """_" """"_ """___ """"_ 10005 20 10010 30 -10015 40 10020 50 10025 60 10030 70 10035 80 10040 90 - 10015 loo -10050 ............................................................... 10055 120 10100 130 - 10105 140 10110 150 10115 160 10120 170 -10125 180 10130 190 10135 200 -10140 210.......................... .................................. 10145 220 10150 23.0 10155 24.0 10200 25. 0 10205 26. 0 10210 27. 0 . -10215 28. 0 . 10220 29. 0. 10225 30. .o - - 10230 31...........0...................................... ........... 10235 32. .o. 10240 33. 0 10245 34. .o. -10250 35. . 0. 0 . 0. 10255 36. 10300 37. -10305 38. 10310 39. 10315 40. 0. 0. 0 - 10320 ~l.......................O...................................... 10325 42. 0 10330 43. 0. 10335 44. .o . "10340 45. .o 10345 46. 0 10350 47. 0. -10355 48. 0. 10400 49. . 0. 10405 50. .o . 10415 52. 10410 51.. .......... O................................................. 10420 53. 10425 54. 0 -10430 55. 0. _- .o .O 10435 56. 0. 10440 57. 0. 0445 58. 0. 0450 59. .O 10455 60. .o - '0500 61 ............ O................................................ 10510 65. 0505 62. . 0. 0. 10515 6c. 0. 0520 65. 0 ,0525 66. .O 10530 67. .O -0535 68. .o 0540 69. .o 10545 m. .o 20550 71 ................. 0 ........................................... 0555 72. lobo0 El. lobo5 74. .o . .o . .o. .- 0610 75 ........................... ""0"" ........................................................................ OPERATIOW HYDROGRAPH AT HYDROGRAPH AT 2 CCUBIWEO AT RWTED TO HYDROGRWH AT 2 CCUBIWED AT HYDROGRAPH AT 2 CCUBIWED AT RWTED TO HYDROGRAPH AT 2 COWBINED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO HYDROGRAPH AT 2 CCUBIUED AT HYDROGRAPH AT 2 CCUBIWED AT HYDROGRAPH AT 2 CCUBINED AT RWTED TO RWTED TO HYDROGRAPH AT 2 CCUBIWED AT HYDROGRAPH AT 2 CCUBIWED AT STATIOW CL A1 CL A2 PT. 1 CL As CL A3 PT. 2 CL PT. 2 CL A5 CL A5 CL A5 CL A6 PT. 3 CL A7 CL A7 CL A7 CL A8 PT. 4 CL A9 CL A9 PT. 5 CLAlO CLAlD PT.6 CLAl1 PT. 6 FLW IN CUBIC FEET PER SECOUO RUNOFF SUluRY TIM IN HWRS, AREA IN WRE MILES "." TIM OF rCll FLW 421. 158. 543. 530. 441. 902. 372. 1242. 1231. 158. 1333. 363. 1653. 1641. 163. 1759. 1%. 1932. 265. 2134. 425. 420. 238. 458. 154. 485. PEAK 3.08 2.83 3.00 3.m 2.83 2.92 3.08 3.00 3.00 2.83 3.00 2.83 2.92 3.00 2.83 3.00 2.83 3.00 2.83 2.92 6.11 6.11 2.83 6.17 2.83 6.17 AVERAGE FLW FOR WIW PERIOD 6-HM 116. 34. 150. 147. w. 243. 106. 350. 345. 33. 378. 81. 459. 452. 34. 486. 44. 531. 54. 565. 86. TI. 49. 126. 33. 159. 24 - HM 113. 33. 146. 143. 93. 237. 103. 340. 336. 32. 560. 79. 446. 440. 33. 473. 43. 517. 53. 569. 83. 74. 48. 122. 32. 154. R-HaUI 113. 33. 146. 143. 93. 237. 103. 340. 336. 32. 560. 79. 446. 440. 33. 4n. 43. 517. 53. 569. 83. 74. 40. 122. 32. 154. BASIN AREA .74 .21 .% .% .a 1.43 .68 2.11 2.11 .20 2.31 .50 2.81 2.81 .20 3.01 .29 3.30 .31 3.61 3.61 3.61 .32 3.93 .23 4.16 WlM TlUE Of STAGE W STAGE 342.85 3.00 263.99 3.00 234.55 3.00 217.55 6.17 152.07 6.17 RWTED TO CLA12 HYDROCRAPH AT CLAlZ 2 CCUBINED AT PT. 8 - HYDROGRAPH AT EL L1 - HYDROCRAPH AT EL L2 2 CMBINED AT PT. 7 - RWTED TO CL 13 HYDROCRAPH AT CL L3 " 2 CCUBINED AT PT.8 - 2 CCUBINED AT PT. 8 483. 6.17 269. 2.83 661. 2.83 390. 2.92 397. 2.83 782. 2.92 748. 3.00 2.30. 2.92 %5. 3.00 1600. 2.92 151. 58. 209. 94. 89. 183. 180. 55. 234. 443. 146. 57. 203. 92. 87. 179. 175. 53. 228. 431. 146. 57. 203. 92. 87. 179. 175. 53. 228. 431. b.16 .3a 4.54 .49 .48 .97 .97 103.25 3.00 .39 1.36 5.90 WWRY OF KINEMTIC WE - WSKINCUI-CWGE RWTIYG (FLW IS DIRECT RUNOFF UITlKUT BASE FLW) IYTERWUTED TO - WTATIOI INTERVAL ISTAQ ELEMENT Dl PEAK TIM TO VOLW DT PEAK TIME TO WKW PEAK PEAK - (WIN) (CFS) (WIN) (IN) (WIN) (CFS) WIN) (IN) CLAl2 WE 2.20 4811.19 371.23 .x 5.w 483.60 3m.w .x - .ONTINUITY SWARY (AC-FT) - INFLOW .7871E+02 EXCESS= .0000E+00 OUTFLOW .75UE*02 BASIN STORAGE= .3771E+Ol PERCENT ERRm- -.6 - - ** NORMAL END OF HEC-1 *** r- -0 c . m m .. "" d Revised 1/85 APPENDIX XI-E RUNOFF CURVE NUMBERS (CN) ,. AHC 2 ' 1' ' Cover Treatment or Practice Hydrologi Cond I t ion % A 8 C D Sol 1 Groups Hydrologic Land Use .3 Perennial grass Annual grass Close-seeded Stralght row Poor 66 77 a5 a9 rotated pasture legumes or Good 58' 72 a1 a5 Contoured Po0 r 64 75 03 a5 Good 55 69 7a a3 Small grain Stralght row . Poor 65 76 04 aa Meadow I Good 63 75 a3 a7 Contoured Po0 r 63 74 a2 a5 Good 61 73 01 84 Po0 r 63 77 a5 a0 Falr 51 70 00 04 Good 30 sa 72 70 Good 41 63 75 a1 Farmsteads 59 74 02 06 Irrigated pasture Po0 r 58 74 a3 07 Falr wc 65 77 . a2 Good ' 33 50 72 79 I-A-6 Table z-~~.--l~~~~~rr CUI'VC nunlbers fur urban nrensl 7 \ h Curve IIUIII~I~I.E lor hydrulugic soil gruu11- Cover descrip?iun > z 1 ? z Averngc percent Cover type ;und Ilydl-oltrgic condition intpcrviuus are:? t\ D C D$ F~dly drvclu/!ed 1rr.61111 wens tvegtlaliorl esf116liahcdJ Vpen ~IXC (Iswns. psrks. golf COUI-ses. cemeteries, etc.)': 8 Pour culldition [grass cuver < 50%) .............. 68 79 86 n9 X Fair cuutlition (grass cuver 50% tu 75%). .......... J!l IXJ TO e4 Good condition (grass cuver > is%) .............. 39 til 'id 80 lnqwrviuus nre:ts: 'b (excluding rigltt-or-wny). ......................... 98 98 vn 98 - I'awl: curbs ~IKI storm sewers (excluding s rigllt.ul.w:\y). ................................. 98 98 98 \J !I8 I'aved; U~I~II ditches (including rigllt-of.way) ....... 83 S9 Y2 w k Gravcl (inclu~ling right.or-way) ................... .e 76 85 89 LI q Dirt (including rightd-\vny) ..................... 72 82 8: $ ~9 Western desert urh;ln alwis: b 8 N~LUKII ~lesel-t Ianhqhg (pervious :~rc:u, unlyf' ... 63 I1 8.5 f Y8 b Al~til-!cial 1lcscl.t I:rnrlscapillg (iwllerviuils weed t I'ave~l 11arl1ing lots. rods, driveways, etc. Streets and ruads: v " hrrier, <lesrrt sl~~vb with I. to 2.inch sad ur gravel IIIUICII and basill borders). .............. 9(i 9ti 96 b 91; 0 o( 91 93 ? Urhn t1istrict.s: Commercial and business.. ........................ 85 n!) "2 94 b Q Inclustri, d I ........................................ 72 81 88 1/8 acre ur lcss (turvn houses). ..................... 65 ;; ; q 11.1 acre ......................................... 38 I/:) nc1.e ......................................... 30 5T 72 'II' If2 acre ......................................... 25 I acre ........................................... 20 51 li8 ;!I 8.1 2 .. 66 I1 82 h Itcsilleutial districts by average lot size: 5.1 ilJ 80 85 ac1es .......................................... I2 41; " Lkrrlnpiug lrrbolr weas $3 % 91 94 3 Newly ,qInhl areas (pet-viuus areas only. ltlle I:wk (CN's :Ire detcrmiued using cover tyl~es IIU vegetation)*.. ................................. 77 8ti similar to lhuse ill table 2-2c). 0 \J (210-VI-T12-55., Secund Ed., June 1986) 2-5 BIBLIOGRAPHY "Draft Environmental Impact Report for Reaches 3 and 4 of Cannon Road in the City of Carlsbad", August 1990. Chang, H.H., "Hydrological Study for Northeastern Carlsbad, Basins of Calavera Lake and Agua Hedionda Creek", July 1989. Chang, H.H., "Sediment Study for Calavera Lake Creek in Carlsbad for Sediment Detention Basins at Rancho Carlsbad, August 1989. Goldman, Steve V., Erosion and Sediment Control Handbook. McGraw - Hill, Inc, 1986. City of Carlsbad, "General Plan Land Use Map", November 1989. City of Oceanside, "Land Use Map", December 1989. City of Vista, "General Plan, Land Use and Circulation Elements", September 1990.