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• <br />--- Applied Hydrology Associates --- <br />*****************AAAA**A*AA***A**A**********AA <br />A*******AAA**AA*A***A***AAA*A*Ak****A**Rkkk*** <br />** ** <br />** JUNCTION 1 BRANCH 1 STRUCTURE 1 ** <br />** NULL STRUCTURE •* <br />AA ** <br />*A A* <br />kk***AAit*****AAA**A*A*A****k*AAA**A*A*AA***AA* <br />******A***R****A*AA*4k****AA*R*AA*A*********d* <br /> <br />*****RAA*A***A**A*kAAAA**AAA***Ai,A*A*A*k**AAAA*********A*****#*****AA**Ak*k**** <br />* * <br />A SUBWATERSHED INFORlIATION * <br />* * <br />****kk*AAAA**kA********RA******AA****AA*A***'***A****AA****AkA*************** *** <br />* * <br />* HYDRAULIC INPUT VALUES * <br />A * <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO <br />* SHED (acre) NUHHER (hr) (hr) R-(hr) A RESPONSE * <br />*--------------------------------------------------------------------------- --A <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 />* * <br />* COlIPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />* * <br />* PEAT: FLOW RUNOFF * <br />* WATERSHED (cfs) (inches) * <br /> <br />* 1 22.997 1.984 * <br />* 2 13.905 1.984 * <br />* 3 16.720 0.808 * <br />k * <br />*******************************A*A***A******A**********R******************** **A <br />r <br />L_ <br />