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• r r r r r r r r w• r r r w r r r r• w r r • • JUNCTION 1, BRANCH 1, STRUCTURE 1 r• r r r r• r r r r r • r r• r r r r r r rrr HYDRAULIC INPUT VALUES FOR SUBNATERSHEDS rr^ HATER AREA CURVE SHED ACRES NUMBEN 1 9y.00 75.OI1 ••• SEDIMENT INi HATER SEC SOIL SHED IIUM K 1 1 0.22 TC TT ROUTING COEFFICIENTS UNIT IIR HR K-IIRS % HYDRO 0.310 0.000 O.OfiU 0.00 2.0 'UT VALUES FOR SUBNATERSIIEOS rrr LENGTH SLOPE CP PART SURF FEET PCT VALUE OPT COND 450.0 11.00 1.000 1.0 0.0 r r r COMPUTED VALUES fOR INDIVIDUAL MATI RSHEDS r r r NATERSHED PEAK FLOH RUNOFF SEDIMENT DIAM DELIVERY DELIVERY (CFS) (INCHES) ~ TONS (FIN) RATIO 1 RATIO 2 1 15.09 0.29 625.59 0.004 0.647 1.000 NOTC: SCDINENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 rrrrr SUMMARY TABLE FOH TOTAL HATERSHEU rrrrr RUNOFf VOLUME = 2.3%24 PEAK UISCIIARGE = 15.09116 AREA = 99.06f1U TINE 01~ PEAK DISCIIARCE = 12.10 BETA = 1.OOU0 RAINFAII EROSITIVITY FACTOR = 1T.3T PEAK CONCENTRATION = 321105.94 PEAK SETTLEABLE CONCENTRATION = 79.34 PEAK SETTLEABLE CONCENTRATION = 110286.00 TOIAL SEDIMENT YIELD = 625.5894 REPRESENTATIVE PARTICLE SIZE = O.UU49 TIME OF PEAK CONCENTRATION = 12.20 PERIOD OF SIGNIFICANT CONCENTRATION VOLUME HEI CfITED AVERAGE SETTLEABLE CONCENTRATION UURINC PERIOD OF SIGNIFICANT CONCENTRATION VOLUME HEICHTED AVERAGE SETTLEABLE CONCENTRATION UURINC PEAK 24 IIUUR PERIOD ARI TIIMETIC AVERAGE SETTLEADLE CONf:ENiRATION DURING PERIOU OF SIGNIFICANT CONCENTRATIUN ARITIIMETIC AVEIIACE SETTLEABLE CONCENTRATION DURING PEAK 24 IIOIIR PERIOD = 13.50 = 43.64 = 43.64 = 0.00 = 16.35 ACRE-FT , CFS ACRES HRS EI UNIT MG/L ML/L MC/L TONS MM HRS HRS ML/L ML/L ML/L ML/L rrr PARTICLE SIZE DISTRIBUTION OF SEDIMENT rrr