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~ <br />UMNARV TABLE OF COMBINED HYDROGItAPH AND SEUIGRAPH VAL~ <br />_ <br />PREVIOUS MUSKINCUM ROUTING K = U.39 <br />PREVIOUS MUSKINCUM ROUTING N = 0.0500 HRS <br />PREVIOUS ROUTED PEAK DISCHARGE = 2.96 CFS <br />TIME OF ROUTED PEAK DISCHARGE = 12.20 HRS <br />TOT AI_ DRAINAGE AREA = 67.00 ACRES <br />TOTAL RUNOFF VOLUME = 0,8990 AC-FT <br />PEAK RUNOFF OISCHARCE = 4.16 CFS <br />TIME 70 PEAK DISCHARGE = 12.00 HRS <br />PREVIOUS STRUCTURE DELIVERY RAT10 = 0.81 <br />PREVIOUS STRUCTURE TRAVEL TIME = 11.0500 HRS <br />TOTAL SEDIMENT YIELD = 98.1192 TONS <br />PEAK SEDIMENT CONCENTRATION = 193795.94 MG/L <br />PEAK SETFLEABLE CONCENTRATION = 511.6110 ML/L <br />PEAK SETTLEABLE CONCENTRATION = 70:349.31 MC/L <br />TIME TO PEAK CONCENTRATION = 12.00 IIRS <br />PERIOD OF SIGNIFICANT CONCENTRATION = 13.40 HRS <br />VOLUME HEICHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATIONI = 20.13 ML/L <br />VOLUME HEI GATED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />P EItIOD = 20.13 ML/L <br />ARITIIMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION = 0.00 ML/L <br />ARITIIMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOAR <br />PERIOD = 8.24 ML/L <br />••"• GENERATED DATA FOR INPUT INTO SI RUCTURE 2 "»'• <br />(INCLUDES VALUES fR011 PREVIOUS STRUCTURE) <br />"• PARTICLE SIZE DISTRIBUTION OF SEDIMENT "• <br />SIZE, M14 2.0f)0~ 1,0000 0.1000 0,0500 0.0020 O.000l <br />PERCENT FINER 100.000) 100.0000 94.4!00 'J2.i599 33.8628 0.0000 <br />"' IIVDROCRA PII AND SEDIMENT GRAPH ••• <br />(TIJO CONSECUTIVE VALUES PER IINE) <br />TIME DISCHARGE SED DISC ••••••• TIME DISCHARGE SED DISC <br />(HR) (CFS) (MC/L) • (HR) (CFS) (MG/L) <br /> <br />0.00 0.000 0.0!10 • 0.10 0.000 0.000 <br />0.20 0.000 0.000 • 0.30 0.000 0.000 <br />0.40 0.000 0.000 • 0.50 0.000 0.000 <br />0.60 0.000 0.000 • 0.70 0,000 0.000 <br />0.80 0.000 0.000 • 0.90 0.000 0.000 <br />1.00 0.000 0.000 • 1.10 0.000 0.000 <br />1.20 0.000 0.000 ' 1.30 O.f100 0.000 <br />1.40 0.000 0.000 • 1.50 0.000 0.000 <br />1.60 0.000 0.000 • 1.70 0.000 0.000 <br />1.80 0.000 0.000 • 1.90 0.000 0.000 <br />2.00 0.000 0.000 • 2.10 0.(100 0.0!10 <br />2.20 0.0!10 O.Of10 • 2.30 0.1100 0.000 <br />2.40 0.000 0.000 * 2.50 0.000 0.000 <br />2.60 0.000 0,000 • 2.70 0.000 0.(100 <br /> <br />