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• • <br />w r r w• r w r w w w w• r w w r w w w r w w <br />.IUNCTION 1, BRANCH 2, STRUCTURE 2 <br />w r. w w r r r r r w^ w r r• r• r r• r s <br />•r• HYDRAIIL IC INPUT VALUES FOR SUBNATERSHEDS rrw <br />HATER AREA CURVE 1C TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER IIR HR K-IIRS K HYDRO <br />1 14.00 76.00 O.U80 0.000 0.000 0.00 0.0 <br />rrw SEDIMENT INPUT VALUES FOR SUBNATERSHEDS www <br />MATER SEC SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPT COND <br />1 1 0.23 320.0 8.00 1.000 1.0 0.0 <br />• • • COMPUTED VALUES FOR INDIVIDUAL NATERSHEDS r r w <br />NATERSIIED PEAK FLON RUNG Ff SEDIMENT DIAM DELIVERY DELIVERY <br />(CFS) (INCITES) TONS (MM) RATIO 1 RAT10 2 <br />1 3.39 0.23 36.50 0.010 1.000 1,000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />wwrrr SUMMARY TABLE FOR TOTAL NATERSHED rwwrw <br />RUNOFF VOLUME = 0.2652 ACRE-FT <br />PEAK DISCHARGE = 3.3938 CFS <br />AREA = 14.0000 ACRES <br />TIME OF PEAK DISCHARGE = 12.00 IIRS <br />OE7A = 63.4982 <br />RAINFALL EROSIIIVITY FACTOR = 13.39 EI UNIT <br />PEAK CONCENTRATION = 221068.37 MG/L <br />PEAK SETTLEABLE CONCENTRATION = 78.81 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 109539.19 MG/L <br />TOTAL SEDIMENT YIELD = 36.5004 TONS <br />REPRESENTATIVE PARTICLE SIZE = 0.0100 MM <br />TIME OF PEAK CONCENTRATION = 12.00 IIRS <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME NEICHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />VOLIIME NEICHTED AVERAGE SETTLEAOLE <br />CONCENTRATION DURING PEAK 24 IIOUR <br />PEIIIOD <br />AR1711METIC AVERAGE SETTL FABLE <br />CONCENIRATI011 DURING PERIOD OF <br />SIGNIFICANT CONCENTRATI(N <br />ARI TIIMETIC AVCRACE SE TT LEADLE <br />CONCENTRATION DURING PCAK 211 IIOUR <br />PERIOD <br />= 12.10 HRS <br />= 34.39 ML/L <br />= J4,39 ML/L <br />= 0.00 ML/L <br />= 10.72 ML/L <br />rw• PARTICLE SITE DISTRIBUT{ON OF SEDIMENT wwr <br />