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s • <br />r M r r• r r r r r r r r• r r N r• r N N r <br />JUNCTION 1, BRANCH 2, STRUCTURE 2 <br />r r r r r r r r r r r• r r r r r r^ r r r r <br />rrr HYDRAULIC INPUT VALUES FOR SUBNATERSHEDS rrr <br />NAifR AREA CURVE iC ii ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR N-HRS X HYDRO <br />1 14.00 76.00 0.080 0.000 0.000 0.00 0.0 <br /> rrw SEOIMENi INPUT VALUES FOR SUBNATERSHEDS •rr <br />HATER SEC SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPT CONO <br />1 1 0.23 320.0 8.00 1.000 1.0 U.0 <br /> • + + COMPUTED VA LUES FOR I NDIVIDUAL HATERSHEDS • • • <br />HATERSIIED PEAK FLOH RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br /> (CFS) (INCHES) TONS (MM) RAT10 1 RAi10 2 <br />1 4.86 0.32 53.63 0.010 1.000 1.000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BV DELIVERY RATIO 2 <br />rrrrr SUMMARY TAOLE FOR TOTAL HATERSHED rrrrr <br />RUNOFF VOLUME = 0.3682 ACRE-FT <br />PEAK DISCIIARCE = 4.8597 CFS <br />AREA = 14.0000 ACRES <br />71ME OF PEAK DISCIIARCE = 12.00 NRS <br />LSE TA = 43.8721 <br />NAINFALL EROSITIVITY FACTOR = 17.31 EI UNIT <br />PEAK CONCENTRATION = 224306.12 MC/L <br />PEAK SETTLEABLE CONCENTRATION = 79.96 ML/L <br />PEAK SETTLEABLE CONCEIITRATION = 111143.50 MG/L <br />TOTAL SEDIMCNT YIELD = 53.6323 TONS <br />REPRESENTATIVE PARTICLE SIZE = 0.0100 MM <br />TIME OF PEAK CONCENTRATION = 12.00 IIRS <br />PERIOD OF S1CNI FICANT CONCENTRATION <br />VOLUME NEICHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRAI~ION <br />VOLUME HEICIII ED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />AIiI TIIMETIC AVERAGE SETTLEABLE <br />CONCENTRAIION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />ARI TIIMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAN 24 IIOUR <br />PERIOD <br />= 12.10 HRS <br />= 36.25 ML/L <br />= 35.25 ML/L <br />= 0.00 ML/L <br />= 10.54 ML/L <br />•+• PARTICLE SIZE DISTRIBUTION OF SEDIMCNT •r• <br />