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Applied Hydrology Associates <br />***********kR**ft******Aft******************i*** <br />************A********************************* <br />** k* <br />** JUNCTION 1 BRANCH 1 STRUCTURE 1 ** <br />** NULL STRUCTURE ** <br />** J1 B1 S1 ** <br />** ** <br />******************************************A*AA <br />********k*****A***AR*****rt******************** <br />AAAA*******AAA****A*AAA*A*A*A***A******A********AA*************AAAAA*A*AA*AA*** <br />* A <br />A SUBWATERSHED INFORMATION <br />* A <br />AA********A**AA*A*****k****A*A*AA****AAA***AA**AAA*******A**AA*****AAA********* <br />k * <br />* HYDRAUL IC INPUT VALUES A <br />* * <br />A WATER AREA CURVE TC TT ROUTING COEF'S UNIT Hl'DRO <br />* SHED (acre) NUAIBER (hr) (hr) !;-(ht) X RESPONSE * <br /> <br />* 1 172.18 89.00 0,171 0.521 0.521 0.394 MED <br />A 2 249.09 86.57 0,229 0.259 0.259 0.376 MED A <br />• * 3 242.43 86.88 0.223 0.424 0.424 0.382 MED <br />A 4 270.66 85.74 0,400 0.259 0.259 0.376 MED * <br />* 5 227.27 86.14 0,382 0.000 0.000 0.000 MED <br />A * <br />A * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS A <br />* A <br />* PEAK FLOW RUNOFF A <br />* WATERSHED (cfs) (inches) <br />A-------------------------------- ------------------------------------------- --* <br />* 1 273.956 1.900 <br />* 2 331.302 1.706 <br />A 3 329.165 1.729 <br />A 4 283.923 1.643 A <br />A 5 246.624 1.673 <br />* * <br />AA************A*****A***AA**AAAA* A***A*****4**A*****AAAA*AAAAAAA***A******AA *A* <br /> <br />