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• <br />--- Applied Hydrology Associates --- <br />k*kA**k*kkkkkkkkkkkk**it*k****kkkkk*A**k***k*** <br />********kkRk*kkk**k**kkkkkkkk*kk**kkkkk*k*k*k* <br />itk *k <br />*• JUNCTION 1 BRANCH 1 STRUCTURE 1 ** <br />*k NULL STRUCTURE ** <br />*k k* <br />k* k* <br />**Akkk*k****k***k*kk*k*k*kk*kk*kk****A******kk <br />i~k*k**kkk*kkrtk*kkkkkitkk****kk*kk***k***rt*k**** <br />****p****k****k***k************k*k**kk**********#*******************k***kk*A*** <br />* i~ <br />* SUBWATERSHED INFORMATION <br />* k <br />**R**k***kk***k***********#*A*************k**i****************************k* *** <br />* * <br />* HYDRAULIC INPUT VALUES <br />k * <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO <br />k SHED (acre) NGMBER (hr) (hr) F-(hr) ~ RESPONSE k <br /> <br />* 1 11.94 90.00 0.018 0.000 0.049 0.400 INSTANT <br />* 2 7.22 90.00 0.014 0.000 0.049 0.400 INSTANT ^ <br />k 3 18.59 72.00 0.091 0.000 0.000 0.000 INSTANT k <br />* R <br />k * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS k <br />* k <br />* PEAK FLOW RUNOFF <br />k WATERSHED (cfs) (inches) * <br />A--------------------------------------------------------------------------- --* <br />* 1 13.350 1.094 <br />* 2 8.072 1.094 k <br />* 3 5.827 0.292 k <br />* ,t <br />k*k*****#******#*#**************************************#******************k *k* <br />• <br />