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c <br />w« r« r«• w«« w w w• r•• w• w N w r <br />JUNCTION 1, ORANCH 1, STRUCTURE 1 <br />« w« r« w w w«• a« w w w r w r r w r r w <br />""" HYDRAULIC INPUT VAI.U ES FOR SUBWATERSHEDS "rr <br />HATER AREA CURVE <br />SHED ACRES NUMBER <br />1 99.00 75.00 <br />r"" SEDIMENT INI <br />HATER SEG SOIL <br />SHED NUM K <br />1 1 0.22 <br />TC TT ROUTING COEFFICIENTS UNIT <br />Hlt IIR K-HRS X HYDRO <br />0.310 0.000 0.000 0.00 2.0 <br />'UT VALUES FOR SUBWATERSHEDS """ <br />LENGTH SLOPE CP PART SURF <br />FEET PCT VALIIE OPi COND <br />450.0 11.00 1.0(10 1.0 0.0 <br />" " • COMPUTED VALUES FOR IN111 VIDUAL WATERSH L'DS " " <br />WATERSHED PCAK FLOW RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br />(CFS) ( INCITES) TORS (14M) RATIO 1 RATIO 2 <br />1 9.42 0.20 396.63 0.004 0.611 1.000 <br />NOTE: SEDINENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />•"""- SUMMARY TABLE FOR TOTAL WATERSHED «rrwr <br />RUNOFF VOI.UTAE = 1.6844 ACRE-FT <br />PEAK DISCHAIiCE = 9.4202 CFS <br />AREA = 99.0000 ACRES <br />TIME OF PEAK DISCHARGE = 12.20 HRS <br />OETA = 1.0000 <br />RAINFALL EROSITIVITY FAC70R = 13.39 EI UNIT <br />PEAN CONCENTRATION = 287254.87 MG/L <br />PEAK SETTLEABLE CONCENTRATION = 69.02 ML/L <br />PEAK SETTLEADLE CONCENTRATION = 95941,12 MC/L <br />TOTAL SEDIMf NT YIELD = 396.6333 TONS <br />REPRESENTATIVE PARTICLE SI T.E = 0.0046 MN <br />TIME OF PEAK CONCENTRATION = 12.20 HRS <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME WEI CIIfED AVERAGE SETTLEABLI~. <br />CONCENTRA710N DURING PERIOD OF <br />SIGNIFICAIIf CONCENTRATION <br />VOLUME WEIGIITED AVERAGE SETTLEABLI: <br />CONCENTRATION DURING PEAK 24 HOllli <br />PERIOD <br />ARITIIMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />ARITIIMETIC AVERAGE SETTLEABLE <br />CONCENTRATION UURING PEAK 24 HOUR <br />PERI00 <br />= 13.5(1 HRS <br />= 38.30 ML/L <br />= 38.30 ML/L <br />= O.uO ML/L <br />= 15.21 HL/L <br />.~ <br />"*" PARTICLE SIZE DISTIcI BUTTON OF SED114ENT rw• <br />