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N N N x x M N N N N N x x N M x M N N N N N x <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />N N N N x x M N M M N N N N N M x x M M N N N <br />xxx HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />HATER AREA CURVE TC iT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR K-HRS H HYDRO <br />________________________________________________________________________ <br />1 290.44 78.00 0.430 0.000 0.000 0.00 1.0 <br />*** SEDIMENT INPUT VALUES FOR SUHWATERSHEDS *** <br />WATER SEG SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPT COND <br />____________________________________________________________________________ <br />1 1 0.22 0.0 29.59 0.110 1,0 0.0 <br />x x x COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br /> <br />WATERSHED PEAK FLOW RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br />(CFS) (INCHES) TONS (MM) RATIO 1 RATIO 2 <br />______________________________________________________________________ <br />1 102.66 0.54 3821.46 0.021 0.730 1.000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />***** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br />RUNOFF VOLUME = 12.9657 ACRE-FT <br />PEAK DISCHARGE = 102.6582 CFS <br />AREA = 290.4399 ACRES <br />TIME OF PEAK DISCHARGE = 12.20 HRS <br />BETA = 1.0000 <br />RAINFALL EROSITIVITY FACTOR = 23.96 EI UNIT <br />PEAK CONCENTRATION = 347281,19 MC/L <br />PEAK SETTLEABLE CONCENTRATION = 176.15 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 220189.44 MG/L <br />TOTAL SEDIMENT YIELD = 3821.4592 TONS <br />REPRESENTATIVE PARTICLE SIZE = 0.0205 MM <br />TIME OF PEAK CONCENTRATION = 12.20 HRS <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION OURINC PERIOD OF <br />SI(',NIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />P EIt I OD <br />ARITIIM ETIC AVERAGE SETTLEABLE <br />CONCEN7RATION DURING PERIOD OF. <br />SIGNIFICANT CONCENTRATION <br />ARITHMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />= 13.60 HRS <br />= 98.63 ML/L <br />= 98.63 ML/L <br />= 0.01 ML/L <br />= 31.69 ML/L <br />