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J <br /> <br />• • <br />1 <br />ICFSI IINCHES) TONS <br />7.27 .24 188.25 <br />IMMI RATIO 1 <br />.007_--_-. <br />.. <br />,i +0000 SUMMARY TABLE FOR TOTAL RATERSHEL aeaae <br />e ___~____~____________________________________ <br />r STORM UUR ATIDN = 24.00 MOUP <br />c PRECIPITATION DEPTH 1.40 INCF <br />o --_ _.. _~ .. _._ .__.-821'9' "'ACRE <br />„~ PEAK GISLHARGE 7.27L0 CFS <br /> AREA 41.5000 ACRE <br />-- ~~-"TTTt1--UF~FAK-OISCH ARG E~-----""- - ~ 12:30 ~- -HRS <br /> LOAD RATE EXPO h'ENT FACTOR • 1.50 <br /> BETA • .0100 <br /> FTL-"GKA~TY--~ ._._.Z~O_ -. _ <br /> RAINFALL EROSITIViTY FaCTOP 10.01 EI 1. <br /> PEAK CONCENTR ATIDN 303210.Sh MG/L <br />~; 7FAR~ETTZ EABL~-LONCENTRA TTON-- • 309.1325 nL/L <br /> PEAK SETTLEABLE LDNCEN7RATIDN • 141072.12 ML/L <br /> TDTAL SEDIMENT YIELD 188.2491 TONS <br />ix,, C[7-S"[ZE ~iTSr 'nlr <br />y~ TIME OF PEAK CONCENTR ATIDN • 12.10 HRS <br />~ PERIDU OF SIGNIFICANT CON CENTRATI ON• 12.90 HFS <br /> CON CE N7RATIDN UUR IHG PERIDU OF <br />':,~ SIGNIFICANT CONCENTRpT ION 55.31 ML/L <br />o LE-.._ _.___-.__._ ____.. <br /> LONCEN7RAiI0N UUFIN'G PEAK Z4 HOUR <br />jw! PERIOD 55.31 nL/L <br />~ ~ -AKTTTi71ElTC~CVTdRAZ"E-SETTL"EAEL~_ __..... _ __.__. . .. .. <br />Im CONCENTRATION DURING PERIOD OF <br />Iv' SIGNIF][ANT CONCENTRATION <br />_-_ _.._ <br />- 34.65 <br />... -.__ _.. ML/L <br />_ _.. <br />~.~ ETTL~ <br />ATiLE <br /> CONCENTRATION DURING PEAK 24 HOUR <br /> PERIDU 18.62 ML/L <br />N- ANG-SEOTGR71Plf"VA <br />PREVIOUS MUSK IN GUM ROUTING K <br />PREVIOUS ROUTED PEAK DISCHARGE <br />. TOTAL DRAINAGE AREA <br />TOTAL RUNOFF VOLUME <br />-~~"~~P EAIC'ROFIOFF"DISCHARGE <br />TIME TO PEAK DISCHARGE <br />, PREVIOUS STRUCTURE DELIVERY RAT10 <br />TOTAL SEDIMENT YIELD <br />PEAK SEDIMENT CONCENTRATION <br />PEAK SETTLEABLE CONCENTRATION <br />TIME TO PEAK CONCENTRATION <br />PT'RTOt!"IIF-TTL"RT"F7TA NT- COALENTR"AT i ON <br />VOLUME WEIGHTED AVERAGE SETTLEABLE <br />• -38- <br />• .0600 H <br />• 51.51 C <br />• 156.80 A <br />• 5.151h A <br />• 48:78 C <br />- 12.10 H <br />• 1.00 <br />X66 6- N <br />1GZ3.0818 T <br />375990.19 n <br />-~"--I4B:7939 - M <br />193532.12 M <br />12.10 M <br />___'T3 ~9.0_. -.H <br />RATIO 2 <br />