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JUNCTION 2, BRANCH 1, STRUCTURE 3 <br /> BETA IS NEGATIVE WHICH INHERENTLY INDICATES THAT THE <br /> STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEDIMENT <br /> LOAD, AS EVALUATED BY WILLIAMS' TECHNIQUE. SEDIMOT II <br /> DOES NOT CONSIDER ERODIBLE CHANNELS SO BETA IS SLT <br /> EQUAL TO .01. If THE USER WISHES TO EVALUATE THE TRANS- <br /> PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br /> SUBROUTINE SLOSS. <br /> iF iF it M*iF*iF iF IF iF dF*dF it iFih*iF iF iF iF iF iF if�F�FiF iF 1FiF iF iF it iF iF iF iF iF 1FiFiF iF it*it iF iF iF*iF 1F iF IF1F IF it IF if iF 1f*1F iF iFiF*1F iF iF iFiFiF iF if <br /> *"* HYDRAULIC INPUT VALUES FOR SUBWAIERSHEDS *** <br /> WATER AREA CURVE TC TT ROUIING COEFFICIENTS UNIT <br /> SHED ACRES NUMBER HR HR K-HRS X HYDRO <br /> ------------------------------------------------------------------------ <br /> 1 10.00 71.00 0.180 0.070 0.070 0.39 2.0 <br /> 2 13.00 67.00 0.080 0.000 0.000 0.00 0.0 <br /> *** SEDIMENT INPUT VALUES FOR SUBWATLRSHEDS *** <br /> WATER SEG SOIL LENGTH SLOPE CP PART SURF <br /> SHED NUM K FEET PCT VALUE OPT COND <br /> ---------------------------------------------------------------------------- <br /> 1 1 0.25 250.0 6.00 1.000 1.0 0.0 <br /> 2 1 0.22 450.0 5.55 1.000 1.0 0.0 <br /> * * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * " * <br /> WATERSHED PEAK FLOW RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br /> (CFS) ( INCHES) IONS (MM) RATIO 1 RATIO 2 <br /> ---------------------------------------------------------------------- <br /> 1 0.52 0.13 4.93 0.004 0.628 1.000 <br /> 2 0.21 0.07 2.60 0.010 1.000 1.000 <br /> NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br /> ***** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br /> --------------------------------------------- <br /> RUNOFF VOLUME = 0. 1789 ACRE-FT <br /> PEAK DISCHARGE = 0.5924 CFS <br /> AREA = 23.0000 ACRES <br /> 1 I ME OF PEAK DISCHARGE = 12.20 [IRS <br /> BETA = 0.0100 <br /> RAINFALL EROSITIVITY FACTOR = 13.39 El UNIT <br /> PEAK CONCENI-RATION = 5:3940.99 MG/I_ <br /> PEAK SETTLEABLE CONCENTRATION = 15.25 MI_/I_ <br /> PEAK SETTLEABLE CONCENIRATION = 21192.89 MG/L <br /> TOTAL SEDIMENT YIELD = 7.5283 TONS <br /> REPRESENTATIVE PARTICLE SIZE = 0.0060 MM <br /> TIME OF PEAK. CONCENTRATION = 12.20 [IRS <br />