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t« SEDCAD+ »> <br />• --- Applied Hydrology Associates --- <br />kAA*kk**AAA*kA*AIiA*A**kkA*****k***A***A*AA**A* <br />A*R**AkAA*R**A*AAAR***A*kkkA*k**AA***AAAAARA*A <br />kR *A <br />*A JUNCTION 1 BRANCH 1 STRUCTURE 1 A* <br />k* NULL STRUCTURE A* <br />Ak AA <br />A* A* <br />***A*A**A***A*AAAR**A*A*AA***AAAAA****#*****AA <br />kkRA**AAA***AA**AAA*****A**k**A**AkAA**A***AAk <br />**kR****R*A*AAAR*AR*AARA**AA***A*kA****k*AA*AA******AA*A****AAR*AA**kAARAA***** <br />* A <br />* SUBWATERSHED INFORMATION A <br />* * <br />*#***A**********AA**R*AA*RA**A*#**k*AAAR*A**A*AA******************A****kA*** *** <br />* * <br />* HYDRAULIC INPUT VALUES * <br />R * <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO <br />* SHED (acre) NUMBER (hr) (hr) ti-(hr) S RESPONSE * <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 />* 3 18.59 72.00 0.091 0.000 0.000 0.000 INSTANT <br />• <br />A * <br />R * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />* * <br />* PEAT: FLOW RUNOFF * <br />* WATERSHED (cfs) (inches) <br /> <br />A 1 26.864 2.355 <br />* 2 16.242 2.355 <br />* 3 21.693 1.056 * <br />* k <br />k*******A********************A*Ak**A******kk#*******kA*AA*A*******A*****A*Ak AkA <br />