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C SUMMARY TADLE OF~CONBINEU HYDIiOGRAPH AND SERIGRAPH VA~ ; <br />PREVIOUS MUSKINGUM ROUTITIC X = 0.39 <br />PREVIOUS MUSKINGUM ROUTING K = 0.0600 <br />PREVIOUS ROUTED PEAK DISf,NARCE = 8.77 <br />TIME OF ROUTED PEAK DISCHARGE = 12.20 <br />TOTAL DRAINAGE AREA = 115,00 <br />TOTAL RUNOFF VOLUME = 1.8757 <br />PEAK RUNOFF DISCIIARCE = 9.31 <br />TIME TO PEAK DISCIIARCE = 12.20 <br />PREVIOUS STRUCTURE UELIVCRY RA710 = 0.97 <br />PREVIOUS STRUCTURE TRAVEL TIME = 0.0600 <br />TOTAL SEDIMENT YICLO = 436.6711 <br />PEAK SEDIMENT CONCENTRATION 288013.31 <br />PEAK SETTLEABLE CONCENTRATION = 72.2025 <br />PEAK SETTLEABLE CONCENTRATION = 100361.44 <br />TIME TO PEAK CONCENTRATION = 12.00 <br />PERIOD OF SIGNIFICANT CONCENTRATION <br />VOLUME NEICHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT CONCENTRATION <br />VOLUME NEICHTED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />ARI TIINETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT GOHCENT RATION <br />ARITHMETIC AVERAGE SETTLEABLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />= 13.50 <br />= 39.60 <br />HRS <br />CFS <br />HRS <br />ACRES <br />AC-FT <br />CFS <br />HRS <br />HRS <br />TONS <br />MC/L <br />ML/L <br />MG/L <br />HRS <br />HRS <br />ML/L <br />= 39.60 ML/L <br />= 0.00 ML/L <br />= 16.00 ML/L <br />«w««« GENERATED DATA FOR INPUT INTO STRUCTURE 2 «««»^ <br />(INCLUDES VALUES FROM PREVIOUS STRUCTURE) <br />w«« PARTICLE SIZE DISTRIBUTION OF SEDIMENT ««• <br />SIZE,MM 2.0000 1.0000 0.1000 0.0500 0.0020 0.0001 <br />PERCENT FINER 100.0000 100.0000 98.1795 97.5726 32.1494 0.0000 <br />««« IIVDROCRAPII AND SEDIMENT GRA PII ««« <br />(TKO CONSECUTIVE VALUES PER LINE) <br />TIME DISCHARGE SFD UISC •«««««« TIME DISCIIARCE SED D{SC <br />(NR) (CFS) (MG/L) « (IIR) (CFS) (MC/L) <br /> <br />0.00 0.000 O.Of10 • 0.10 0.000 0,000 <br />U.2U 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 0,000 O.OUD <br />1.40 0.000 0.000 • 1.50 0.000 0.000 <br />I.GU 0.000 0.000 • 1.70 0.000 O.Of10 <br />1.80 0.000 0.000 • 1.90 0.000 0.000 <br />2. Ufl 0.000 O.OU(1 • 2.10 0.000 0.000 <br />2.20 O.OOD 0.!100 • 2.30 0.000 0.000 <br />2.40 0.000 0.0110 • 2.50 0.0(10 0.000 <br />2.60 0.000 0.000 « 2.70 0.000 0.000 <br />