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• --- Applied Hydrology' Associates --- <br />*A**R**A*k*A*R*AARA**A*A*R*RRRRRR*A*AA*****R*R <br />*A**RR***RAR*A*AAAA*AA*RR*RRAA*RARRAAAAA**ARR* <br />** *A <br />** JUNCTION 1 BRANCH 1 STRUCTURE 1 *• <br />** NULL STRUCTURE A* <br />AA ** <br />AA ** <br />AAA*Rk**AA*A*AA***RkA***kA***A**AA*****A****** <br />*AA*AA*AiAA**AR*****R*R*A**AAA******#*A****R** <br />***AAA***RRR***RRRk*RkA*RRR**R*RRRR**AAk*A**AR4****AR**RA*RR***RRk*ARRAkR****RR <br />* * <br />* SUBWATERSNED ZNFORMATION * <br /># * <br />**RR*****R*A***R*RRRR*4A***R**A***RR*RR*RR*R************R*RR*R**k***R****RR4 *** <br />* * <br />R H]DRAULIC INPUT VALUES R <br />R A <br />* WATER AREA CURVE TC TT ROUTING COEF'S UNIT H]DRO * <br />R SHED (eere) NUMBER (hr) (hr) R-(hr) % RESPONSE <br /> <br />* 1 11.94 90.00 0.018 0.000 0.049 0.400 INSTANT R <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 />A * <br />* COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />R A <br />* PEAK FLOW RUNOFF R <br />* WATERSHED (cfs) (inehers) A <br />*----------°--------------------------------------------°----------------- --R <br />R 1 34.566 3.109 <br />* 2 20..900 3.109 * <br />* 3 32.297 1.602 <br />* * <br />RR**A***#*****R*RR******RR******k*RR***R*********R**R******R****R**R****#RRR *#* <br /> <br />