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Applied Hydrology Associates <br />k*********k**k*k***********kkk***k************ <br />***A***k*A*A*k****kkk**kkk*k**A********k****** <br />** *k <br />** JUNCTION 1 BRANCH I STRUCTURE 2 ** <br />** NULL STRUCTURE ** <br />** J1 B1 52 ** <br />kit k* <br />*A*****kkA****R***************************k*** <br />**k***kkkk****k**********************k******** <br />***********#*******kk**********A*******kk**Akkk*********************R***AA**A*A <br />* R <br />* SUBWATERSHED INFORMATION <br />* * <br />***************R****kk**A**k*k*A***********R*dA***RRA*RR**A***********R*R**R**R <br />* * <br />* HYDRAULIC INPUT VALUES * <br />* * <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO * <br />* SHED (acre) NUMBER (hr) (hr) K-(hr) R RESPONSE <br /> <br />* 1 112.03 87.00 0.153 0.668 0.668 0.366 MED <br />* 2 147.39 88.12 0.235 0.468 0.468 0.365 MED <br />• <br />* 3 162.76 74.26 0.247 0.172 0.172 0.361 MED * <br />* 4 58.31 88.07 0.124 0.300 0.300 0.369 INSTANT * <br />* 5 53.25 80.73 0.174 0.179 0.179 0.360 h1ED <br />* 6 126.27 75.63 0.300 0.115 0.115 0.311 MED * <br />* 7 193.76 72.00 0.425 0.115 0.115 0.311 MED <br />* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT * <br />* * <br />* * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />* * <br />* PEAR FLOW RUNOFF <br />* WATERSHED (cfs) (inches) * <br /> <br />* 1 166.145 1.739 <br />* 2 207.832 1.828 * <br />* 3 108.360 0.922 ~ * <br />* 4 105.873 1.823 <br />* 5 58.543 1.296 <br />* 6 84.805 0.995 <br />* 7 86.135 0.808 <br />* 8 13.422 0.808 * <br />R A <br />***k*RR**kk**kk*kR*k**kR**kkkk*AA***k**k**k*k**k**kkRR****************k***** *** <br /> <br />