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• • <br />w w w r w r r w w w^ w w• r r w r r^ r r r <br />JUNCTION 1, BRANCH 1, STRUCTURE 2 <br />w w r w r r r r w r r r w• r r w w r r r w <br />•r• HYDRAULIC INPUT VALUES FOR SUBNATERSHEDS rr• <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER IIR IIR K-IIRS % HYBRO <br />1 16.00 72.00 r, 110 0.000 0.000 0.00 0.0 <br />wr^ SEDIMENT INPUT VALUES FOR SUIIWATERSHEDS •r• <br />HATER SEC SOIL LENGTH SI.O PE CP PART SURF <br />SIZED NUM K FEET I'CT VALUE OPT COND <br />1 1 0.25 400.0 11,00 1.000 1.0 0.0 <br />• • • COMPUTED VALUES FOR INDIVIDUAL MATERSNEDS r • • <br />WATERSHED PEAK fLOH RUNOFF SED IIIENT DIAM DELIVERY DELIVERY <br />(CFS) ( INGIIES) TON.`: (MM) RATIO 1 RATIO 2 <br />1 2.06 O. lh 53.00 0.010 1.000 1.000 <br />NOTE: SEDINENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />•rwrw SUMMARY TABLE FOR TOTAL WATERSHED wrrrr <br />RUNOFF VOLUME = 0.1913 ACRE-FT <br />PEAK DISCHARGE = 2.0579 CFS <br />AREA = 16.0000 ACRES <br />TIME OF PEAK DISCHARGE - 12.00 HRS <br />META = 8.1894 <br />RAINFALL EROSITIVITV FACTOR = 13.39 EI UNIT <br />PEAK CONCENTRATION = 426279.114 MG/L <br />PEAK SETTLEABLE CONCENTRATION = 151.96 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 211221.31 MC/L <br />TOTAL SEDIMENT YIELD = 52.99811 TONS <br />RE PRESENTATIVE PARTICLE SIZE = 0.0100 MM <br />TIME OF PEAK CONCENTRATION = 12.00 HRS <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUMC NEIGIIT ED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABI.C <br />CONCENTRATION DURING PEAK 24 HUUR <br />PERIOD <br />ARITHMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />ARI TIIIiETIC AVERAGE SF.TTLCARLE <br />CONCENTRATION DURING PEAK 24 HUUR <br />PERIOD <br />= 12.00 HRS <br />= 66.26 ML/L <br />= 66.26 NL/L <br />= 0.00 ML/L <br />= 24.65 ML/L <br />•w• PARTICLE SIZE UISTIt16UIlON OF SEDINENT rw• <br />