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• --- Applied Hydrology Associates --- <br />*it*Art*Axrtk*AAkxrt****Ak******Ak*it*********it**** <br />***********rt*A**A***Ak*******k**Ak**Ak******** <br />** ** <br />** JUNCTION 1 BRANCH 1 STRUCTURE 1 ** <br />** NULL STRUCTURE ** <br />** J1 B1 S1 ** <br />** ** <br />kAA*A*xxA*AA*k******A*AAA*rtA*********k*Art*AkAR <br />AArtx***A*xAk********{tk*******k**************** <br />*Axx**AAAx*****A****A*rt*A*AArtrt***AArtxAkA*AAA*A*AAA***A*Ax*****R*****RAA*A*A**** <br />* A <br />A SUBWATERSHED INFORMATION <br />A * <br />*AA***Ax*AA**krtx*****A******Art*rtA*AAArt*#rtkA*Ax*rtx**********AA****A****AA**A* *** <br />* <br />* HYDRAULIC INPUT VALUES * <br /> <br />* HATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO <br />* SHED (acre) NUMBER (hr) (hr) ti-(hr) X RESPONSE <br /> <br />* 1 172.18 89.00 0.171 0.521 0.521 0.394 MED A <br />* 2 249.09 86.57 0.229 0.259 0.259 0.376 MED <br />* 3 242.43 86.88 0.223 0.424 0.424 0.382 MED <br />• <br />* 4 270.66 85.74 0.400 0.259 0.259 0.376 MED <br />A 5 227.27 86.14 0.382 0.000 0.000 0.000 MED <br />* * <br />* * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />* A <br />* PEAF FLOW RUNOFF * <br />* WATERSHED (cfs) (inches) <br />-------------------- <br />* 1 150.866 1.028 <br />* 2 169.738 0.881 <br />* 3 170.000 0.898 k <br />* 4 140.874 0.835 <br />A 5 123.957 0.857 <br />* * <br />******x*******AA*********k**kAxrtrt**AA*AA*rt********Ax*******A****xA****kAA*** k** <br />C <br />