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N N N M N N N N N N N N N M N N N N N N M N N <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />N N N N N N M N N N N N N M N M N M N N N N N <br />NNN HYDRAULIC INPUT VALUES FOR SUBNATERSHEDS xxx <br />HATER AREA GIINVE TC TT ROUTING COEFFICIENTS UN17 <br />SHED ACHES NUMBER HR HR N-I{RS X 11YDR0 <br />1 290.44 78.00 0.430 0.000 0.000 0.00 1.0 <br />*** SEDIMENT INPUT VALUES FOR SUBNATERSHEDS *** <br />WATER SEC 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 />N N x COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS N N N <br />WATERSHED PEAK FLON RUNOFF SEDIMENT DIAM DELIVERV DELIVERY <br />(CFS) (INCHES) TONS (MM) RATIO 1 RATIO 2 <br />______________________________________________________________________ <br />1 46.69 0.28 1703.34 0.017 0.677 1.000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />v <br />***** SUMMARY TABLE FOR TOTAL WATERSHED *x**" <br />RUNOFF VOLUME = 6.7348 ACRE-FT <br />PEAK DISCHARGE = 46.6882 CFS <br />AREA = 290.4399 ACRES <br />TIIAE OF PEAK DISCHARGE = 12.20 HRS <br />BETA = 1.0000 <br />RAINFALL EROSITIVITV FACTOR = 13.39 EI UNIT <br />PEAK CONCENTRATION = 310392.56 MC/L <br />PEAK SETTLEABLE CONCENTRATION = 150.87 ML/l <br />PEAK SETTLEABLE CONCENTRATION = 188585.00 MG/L <br />TOTAL SEDIMENT YIELD = 1703.3403 TONS <br />REPRESENTATIVE PARTICLE SIZE = 0.0172 MM <br />TIME OF PEAK CONCENTRATION = 12.20 1{RS <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />ARITHIETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />ARITHMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />= 13.40 HRS <br />= 82.45 ML/L <br />= 82.45 ML/L <br />= 0.00 ML/L <br />= 29.38 ML/L <br />