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• N r r r r M N N k M N r r Y r Y r r r N Y N. ,~ <br />JUNCTION 1, BRANr,Ii 1, STRUCTURE 2 <br />r^ Y Y r R• r r• Y Y r Y r N r r N r r A M <br />•"• HYDRAIIL IC INPUT VALUES FOR SUBNA7ER S11 EIiS •r• <br />MATER ARI:A CIIRVE <br />S11CD ACRES NUMOEIt <br />1 16.00 72.00 <br />•"• SEDIMENT IM'. <br />HATER SEG SOIL <br />SHED NUN N <br />1 1 0.25 <br />iC TT ROUTING COEFFICIENTS UNIT <br />IIR HR K-NRS K HYDRO <br />0.110 0.000 0.000 0.00 0.0 <br />'UT VALUES FOR SUBNATERSNED`.~ rrr <br />LENCTII SLOPE CP PART SURF <br />FEET PCT VALUE OPT COND <br />4U0.0 11.00 1.UUD 1.0 0.0 <br />• • " COMPUTED VALUES FOR INOtVIDUAI MAT ERSIIEDS ^ r r <br />NATERSHED PEAK fLON RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br />(CFS) (INCHES) TONS (MM) RAf10 1 RATIO 2 <br />1 3.4G 0.21 88.43 0.0111 1.000 1.000 <br />NOTE: SEDIMENT UOES NOT INCLUDE POSSIDLE DEPOS1710N BY DELIVERY RATIO 2 <br />rrYrr SUMMARY TABLE FOR TOTAL NATERSHED N.:Yrr <br />RUNOFF VOLUME = 0.2837 ACRE-FT <br />PEAK DISCHARGE = 3.4629 CFS <br />AREA = 16.0001) ACRES <br />TIME OF PEAK DISCHARGE = 12.00 FIRS <br />BETA = 8.7726 <br />RAINFALL EROSI TIVITY FACTOR = 17.31 EI UNIT <br />PEAK CONCENTRATION = 461135.94 MC/I_ <br />PEAK SET ILEABLE CONCENTRATION = 164.38 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 228492.69 MC/L <br />TOTAL SEDIMENT YIELU = 80.4336 TONS <br />RE PIIESENfATIVE PARTICLE SIZE = 0.0100 MM <br />TIMC OF 1'EAN CONCENTRATION = 12.0(1 HRS <br />PERIOD Of SIGNIFICANT CONCENTRATION <br />VOLUME NEICIIT EU AVERAGE SF.iT LEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIf (CANT CONCENTRATION <br />VOLIIME NEICIITCU AVERAGE SETTLEABLE <br />CO1ICENIRATION DURING PEAK 2h HOUR <br />1'f Il I0D <br />Altl lllMEl IC AVEftACE SETTLEABLE <br />CONCENIRAT1011 DURING PERIOD OF <br />SICNIf (CANT (,ONCENTRATION <br />ARI111METIC AVCIIACE SETTLEABLE <br />C(INCENIRATION DURING PEAK 24 IIOUR <br />Pf.N10U <br />= 12.00 IIRS <br />= 73.27 ML/L <br />= 73.27 14L/L <br />= 0.00 ML/L' <br />= 24,89 HL/L <br />• "~ <br />••• PARTICLE SIZE DISTRIBUTION OF SEDIMENT Nrr <br />