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v <br />o, <br />n <br />i <br />N <br />N <br />fD <br />N <br />N <br />d <br />W <br />N <br />V <br />Ou <br />01 <br />• <br />• <br />N N x N N N x M M N x x M N N M N N x M N M x <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />N N N x N x M M M N N N M N M x x N M M M N N <br />*** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS xxx <br />WA1~ER AREA CURVE TC TT ROUTING COEFFICIEN~fS UNIT <br />SHED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 392.79 75.00 0.515 0.000 0.000 0.00 1.0 <br />Nxx SEDIMENT INPUT VALUES FOR SUBNATERSHEDS MMM <br />WATER SEG SOIL LENGTH SLOPE CP PART SURF <br />SHED NUId K FEET PCT VALUE OPT COND <br />1 1 0.27 0.0 13.60 1.000 1.0 0.0 <br />x x x COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS x * * <br />WATER STIED PEAK FLOH RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br />(CFS) (INCHES) TONS ~(MM) RAi10 1 RATIO 2 <br />1 93.73 0.43 19394.23 0.045 0.664 1.000 <br />NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />***** SUMMARY TABLE FOR TOTAL WATERSHED NxxxN <br />_____________________________________________ <br />RUNOFF VOLUME <br />PEAK DISCHARGE <br />AREA <br />TIME OF PEAK DISCIIARCE <br />BETA <br />RAINFALL EROSIT{VITY FACTOR <br />PEAK CONCENTRATION <br />PEAK SETTLEAULE CONCENTRATION <br />PEAK SETTLEABLE CONCENTRATION <br />TOTAL SEUIMENT YIELD <br />REPRESENTATIVE PARTICLE SIZE <br />TIME OF PEAK CONCENTRATION <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION UURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />ARI TIiME~fIC AVERAGE SETTLEADLE <br />CONCENTRAI~I ON DURING PERIOD OF <br />SIGNIFIGAIJT CONCENTRATION <br />ARITIIMETI(: AVERAGE SETTLEADLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />= 13.9409 ACRE-FT <br />= 93.7273 CFS <br />= 392.7900 ACRES <br />= 12.30 HRS <br />= 1.0000 <br />= 23.96 EI UNIT <br />= 1077126.00 MC/L <br />= 589.84 ML/L <br />= 737302.62 MG/L <br />= 19394.2344 TO1JS <br />= 0.0452 MM <br />= 12.30 HRS <br />= 13.60 HRS <br />= 376.87 ML/L <br />= 376.87 ML/L <br />= 0.01 ML/L <br />= 146.20 ML/L <br /> <br />to <br />In m <br />ro 0 <br />(D 3 <br />n o <br />tv 1 <br />~. .-~ <br />3 N ~ <br />cn a <br />~ i v <br />~ ~ <br />~, m m <br />o a <br />A ~ V V <br />0 <br />c ~ ~-. <br />ft O N ("] <br />rF ~ ? O <br />n ~ ~ <br />n ~ j <br />o Z O <br />c oc ~~ <br />~ -s c <br />~r m <br />~G O V1 d <br />O c+ <br />A O <br />n -S <br />O 9 <br />O ~ <br />~ m <br />w ~n <br />d C <br />Q J <br />M <br />N <br />