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JUNCTION 2, BRANCH 1, STRUCTURE 4 <br /> BETA IS NEGATIVE WHICH INHERENTLY INDICATES THAT IHE <br /> STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEDIMENT <br /> LOAD, AS EVALIIATED BY WILIIAMS' TECHNIQUE. SEDIMOI I,I <br /> DOES NOT CONSIDER ERODIBLI CHANNELS SO BETA IS SF1 <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 SLI)SS. <br /> *"* HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br /> SHED ACRES NUMBEI: FIR HR K-HRS X HYDRO <br /> ------------------------------------------------------------------------ <br /> 1 53.00 78.OII 0.440 0.000 0.000 0.00 1.0 <br /> *** SEDIMENT INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER SEG SOIL. LENGTH SLOPE CP PART SURF <br /> SHED NUM K FEET PCT VALUE OPT COND <br /> ---------------------------------------------------------------------------- <br /> 1 1 0.25 500.0 9.00 1.100 1.0 0.0 <br /> * µ * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br /> WATERSHED PEAK FLOW RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br /> (CFS) ( INCHES) TONS (MM) RATIO 1 RATIO 2 <br /> ---------------------------------------------------------------------- <br /> 1 8.42 0.28 230.65 0.004 0.672 1.000 <br /> NOTE: SEDIMENT DOES IIOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br /> ***** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br /> --------------------------------------------- <br /> RUNOF 17 VOLUME = 1.2290 ACRE-FT <br /> PEAK DISCHARGE = 8.4183 CFS <br /> AREA = 53.0000 ACRES <br /> TIME OF PEAK DISCHARGE = 12.20 HRS <br /> 13ETA = 0.0100 <br /> RAINFALL EROSITIVIT'( FACTOR = 13.39 El UNIT <br /> PEAK CONCENTRATION = 237482.911 MG/L <br /> PEAK SETTLEABLE CONCENTRATION = 59.74 ML/L <br /> PEAK SETTLEABLE CONCENTRATION = 83032.81 MG/L <br /> TOTAL SEDIMENT YIELI) = 230.6476 TONS <br /> REPRESENTATIVE PARTICLE SIZE = 0.0051 MM <br /> TIME Of PEAK CONCENIRATION = 12.20 HRS <br /> PERIOD OF SIGNIFICAIIT CONCENTRATION = 13.40 HRS <br /> VOLUME WEIGHTED AVEI'AGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br />