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File: S:\OOCOHS\003-2203\SDR.RYATE\CCVTMP4B.CVI 1)21)2002, 10:55:12AM <br />HEC-1 INPUT <br />PAGE 1 <br />LINE ID. .... ..1.......2.......3.......4.......5.......6.......7.. .....8.......9.. ....10 <br />1 In ccaV Phase rv Temporary Diversion Hydrologic Analysis / Type II Bmrm <br />2 ID 25-year, 34-hmur Recurrence Interval 9COim Even[ <br />3 ID Lag Time+0.6•Time of Concentration <br />4 ID P20jett NO.: 00]-2303.200 Dace: 01/16/02 <br />5 ID (RCCldimed Ho1I0v Source aced in Snllbdsln D) <br />6 ID We igh[ed CN Ca1C. Ref.: C8lcula[i0rt Table 1H. <br /> * DIAGRAM <br />7 IT 6 0 0 390 <br />5 ID 5 0 <br />9 ICIC EOHUDbasin 0 <br />10 8M sCS Runoff Computation <br />11 BA 0.026 <br />12 P9 3.6 <br /> + SCS Rainfall Distribution TYPE YI (30 min) <br />13 IN 3D <br />14 PC 0.0 0.00513 0.01050 0.01613 0.03200 0..03813 0.03950 0 .04113 0.0450 0 .05535 <br />15 PC 0.0630 0.07125 0.08 0.00925 0.09900 0.10925 0.1200 0 .13225 0.14700 0.163 <br />36 PC 0.1810 0.204 0.235 0.283 0.663 0.135 0.112 0.199 0.83 0 .83163 <br />17 ~ PC 0.8535 0.86763 0.88 0.89119 0.90350 0.91169 0.931 0 ,92969 0.93710 0 .94519 <br />18 PC 0.9520 0.95844 0.96910 0.97094 0.9770 0.98294 0.988]0 0 .99444 1.0 <br />19 LS 0 71 <br />20 DD 0.11 <br />21 %1C A-1 ROUte through 1 <br />32 RD 1800 0.03 0.035 TRAP 5 2.5 <br />23 aK Slsubb89in 1 <br />24 RM sC5 Runoff COmpu[dti0n <br />25 HA 0.011 <br />26 LH 0 79 <br />20 IID 0.227 <br />z5 xic Olcombiae S_0 and s1 <br />29 HC 2 <br />30 XH R-2ROUte through 2 <br />31 PD 1440 0.01 0.03 TRAP 5 2.5 <br />32 %IC 525ee0nd Subbas in <br />33 PM sCS Runoff COmpUC3C ion <br />34 BA 0.0910 ' <br />35 LS 0 79 <br />36 DD 0.201 <br />