Laserfiche WebLink
<br /> <br />• • • w • r r • r • • • • • r r • a • r • • • <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />• r r r w•• r r r r• r•• r r r^ r• r• <br /> rr- HYDRAULIC INPUT VALUES FOR SUBHATERSHEDS ••• <br />HATER AREA CURVE 1C TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER IIR NR K-HRS % HYDRO <br />1 31.00 83.00 0.194 0.000 0.000 0.00 1.0 <br /> r•r SEDIMENT INPUT VALUES FOR SUBNATERSHEDS •r• <br />MATER SEG SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPi COND <br />1 1 0.24 0.0 2.62 1.000 1.0 0.0 <br />• • • COMPUTED VALUES FOR <br />" NATERSHED PEAK FLOH RUNOFF <br />' (CFS) (INCHES) <br />1 28.49 0.98 <br />NOTE: SEDIMENT DOES NOT INCLUDE <br />INDIVIDUAL HATERSHEDS • • • <br />SEDIMENT DIAM DELIVERY DELIVERY <br />TONS (MM) RAT10 l RATIO 2 <br />656.12 0.008 0.915 1.000 <br />POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br />••r•r SUMNARV TABLE FOR TOTAL MATERSHED ••••• <br />RUNOFF VOLUME = 2.5341 ACRE-FT <br />PEAK DISCHARGE = 28.4879 CFS <br />AREA = 31.0000 ACRES <br />TIME OF PEAK DISCHARGE = 12.00 HRS <br />i BETA = 1.0000 <br />! RAINFALL EROSITIVITY FACTOR = ~ 32.38 EI UNIT <br />~ PEAK CONCENTRATION = 314659.62 MG/L <br />PEAK SETTLEABLE CONCENTRATION = 113.38 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 141725.87 MC/L <br />.TOTAL SEDIMENT YIELO = 656.1199 TONS <br />.~ REPRESENTATIVE PARTICLE SIZE = 0.0080 NM <br />TIME OF PEAK CONCENTRATION = 12.00 HRS <br />I PERIOD OF SIGNIFICANT CONCENTRATION = 14.60 HRS <br />VOLUME MEIGHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION = 61.46 ML/L <br />VOLUME NEIGHTED AVERAGE SETTLEABLE ' <br />i CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />~ = 61.46 ML/L <br />ARITIIMETIC <br />AVERACE SETTLEABLE <br />i CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION = C.00 ML/L <br />ARI TIINETIC AVERAGE SETTLEABLE <br />CONCENTRATION OURINC PEAK 24 HOUR <br />PERIOD = 16.92 ML/L <br />