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Applied }lydrology Associates <br />k*k*Akk**krtk*kk*kkk*kA*kkk**k*kkk*kkkkkkAA**** <br />**AA***rt*AAAk*Akrtk*rtrtk*kk*kkkkAAkAAk*AArtrtAAAAA <br />kA Art <br />** JUNCTION 1 BRANCH 1 STRUCTURE 2 ** <br />** NULL STRUCTURE ** <br />** J1 B1 52 ** <br />kk kA <br />k****A**AkAArtAk*kkkkkAk**A********kkk********* <br />Ak*AAk**Akkkitk *krtAkkAkkAkk*kA**kA****AAAAA*kkk <br />AAAA*A***rt*AA*A*kkAkAAAAA*A*AAAAAAAA***AAAAA****k**A*kkkkAAAA*AAAA**R****A***AA <br />A * <br />* SUBWATERSHED INFORMATION * <br />A * <br />AA*A*AAAAA*AAAAAA*AAA**kkAAAAAAkA*AkA*****AAA****AAA*kAA*A#*****A**AAA*AAA*AA*A <br />* * <br />* HYDRAULIC INPUT VALUES * <br />A A <br />* WATER AREA CURVE TC TT ROUTING COE£'S UNIT HYDRO * <br />* SHED (acre) NUhIDER (hr) (hr) R-(hr) X RESPONSE * <br /> <br />* 1 112.03 87.00 0.153 0.668 0.668 0.366 MED <br />* 2 147 <br />39 88.12 0.235 0.468 0.468 0.365 MED <br />• * 3 . <br />162.76 74.26 0.247 0.172 0.172 0.361 MED <br />* 4 58.31 88.07 0.124 0.300 0.300 0.369 INSTANT * <br />* 5 53.25 80.73 0.174 0.179 0.179 0.360 MED <br />• * 6 126.27 75.63 0.300 0.115 0.115 0.311 MED <br />* 7 193.76 72.00 0.425 0.115 0.115 0.311 MED <br />* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT <br />* * <br />A * <br />* COHPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />A * <br />* PEAI; FLOW RUNOFF <br />* WATERSHED (cfs) (inches) <br /> <br />* 1 198.666 2.093 <br />* 2 247.827 2.188 * <br />* 3 142.022 1.187 * <br />* 4 124.763 2.183 <br />* 5 72.705 1.609 <br />* 6 110.651 1.270 <br />* 7 116.742 1.056 * <br />* 8 17.414 1.056 * <br />A A <br />*AAkkkArtkkA*A***A***kkk*A*k*AkA**AA*AAAAA*Akk****A*****AAAAA*kA*AAkA*A*AkA** A** <br />• <br />