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V <br />i <br />rn <br />n <br />i <br />A <br />fD <br />(D <br />O_ <br />O] <br />N <br />V <br />rn <br />• <br />% M N% M M N N M M N N M N N M N% M M M N N <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />% M M N N N N M M M% N N%%% N M M N% N M <br />*** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 392.79 75.00 0.515 0.000 0.000 0.00 1.0 <br />Nxx SEDIMENT INPUT VALUES FOR SUBHATERSHEDS *** <br />WATER SEG SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPT COND <br />1 1 0.27 0.0 13.60 1.000 1.0 0.0 <br />x N x COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * % <br />HATERSHED PEAK FLON RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br /> <br />___ <br />__ <br />_ (CFS) (INCHES) <br />_ TONS (MM) <br />_ RATIO 1 RATIO 2 <br />__ <br />_____ <br />1 _________ <br />35.48 ___ <br />_________ <br />0.20 __________ <br />7457.35 ______ <br />__ <br />0.023 __________ <br />0.594 ______ <br />1.000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />Mxxx% SUMMARY TADLE FOR TOTAL WATERSHED **NMN <br />RUNOFF VOLUME = 6.6829 ACRE-FT <br />PEAK DISCHARGE = 35.4782 CFS <br />AREA = 392.7900 ACRES <br />TIME OF PEAK DISCHARGE = 12.30 HRS <br />BETA = 1.0000 <br />RAINFALL EROSITIVITY FACTOR = 13.39 EI UNIT <br />PEAK CONCENTRATION = 938062.81 MC/L <br />PEAK SETTLEABLE CONCENTRATION = 489.34 ML/L <br />PEAK SETTLEABLE CONCENTRATION = fillfi69.31 MC/L <br />TOTAL SEDIMENT YIELD ~ = 7457.3516 TONS <br />REPRESEN I~A~FIVE PARTICLE SIZE = 0.0230 MM <br />TIME OF PEAK CONCENTRATION = 12.30 HRS <br />PERIOD OF SIGNIFICANT CONCENTRATION = 13. 60 HRS <br />VOLUME WEI CIII ED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION = 310. 40 ML/L <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRAIION DURING PEAR 24 HOUR <br />PEIiI OD = 310. 40 ML/L <br />ARI~f IIMETIC AVERAGE SETTLEADLE <br />CONCENTRATION UURING PERIOD OF <br />SIGNIFICANT CONCENTRATION = 0. 00 ML/L <br />ARITHMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 IIOUR <br />PERIOD = 131. 46 ML/L <br />cn m <br />ro o_ <br />3 <br />N 3 <br />A O <br />w ~ <br />.-. ti <br />3 r <br />O <br />i <br />ro ~ <br />o a <br />s ~ ~ <br />0 <br />c v~ <br />c+ O N <br />r+ 7 A <br />d I <br />n s <br />o Z O <br />C O c <br />~ Z <br />~G O N <br />O c* <br />A O <br />[") Z <br />o_ g <br />o ~ <br />Z tD <br />a ~ <br />a c_ <br />0 <br />r+ <br />N <br />• <br />--I <br />w <br />v <br />m <br />C7 <br />O <br />c+ <br />7 <br />c <br />(D <br />d <br />