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<br />• _iUNMARY TABL1. OF COMBINL'D IIYDROCRAPM ANTI SEDICRAI'll V .-~ • _ <br /> PREVIOUS MUSKINCUM ROUTING X = 0,39 <br /> PREVIOUS MUSK IIICUM ROUT"I NC K = 0.0600 HRS <br /> PREVIOUS ROU TI II PEAK DISCIIARGE = 14.27 CFS <br /> TIME OF ROUTED PEAK DISCHARGE = 12.30 HRS <br /> iOIAL DRAINAGE AREA = 115.00 ACRES <br /> IOIAL RUNOFF VOLUME = 2.6561 AC-FT <br /> PEAK RUNOFF DISCIIARGE = 15.14 CFS <br /> TIME i0 PEAN DISCHARGE = 12.30 HRS <br /> PREVI OIIS ST RIIC fURE DELIVERY RATIO = 0.96 <br /> PRf.V IOUS STRUCTURE TRAVEL TIME = 0.0600 HRS <br /> TOTAL SEUIMENI YIELD = 691.4746 TONS <br /> PEAK SEDIMENT CONCENTftAlION = 321066.87 MC/L <br /> PEAK SETTLEABLE CONCENTRAT101I = 82,5933 ML/L <br /> PEAK SETTLEABLE CONCENTRATI01! = 114804.75 MC/L <br /> TIME TO PEAK CONCENTRATION = 12.00 HRS <br />PERIOD OF SICIIIFICANT CONCENTRATION <br />VOLUME HEICIITED AVERAGE SETTLEABLE <br />CONCENTRATION DURING PERIOD OF <br />SIGNIFICANT (:ONCENTRATIOIT <br />VOLUME NEI GIII EU AVERAGE SETTLEADLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />ARI TIIMETIC AVf.RACE SETTLEADLC <br />CONCENTRATIUtI DURING PER IOU OF <br />SIGNIFICANT CONCENTRATION <br />ARI 111METIC AVI I;ACE SETTLEADLE <br />CONCENTRATION DURING PEAK 24 HOUR <br />PERIOD <br />= 13.50 HRS <br />= h)1.97 IiL/L <br />_ )14.97 ML/L <br />= 0.00 ML/L <br />= 17.27 ML/L <br />wwrrr GENERATED UATA fOR INPUT INTO STRUCTURE 2 rrwrw <br />(INCLUDES VALUES FROM PREVIOUS STRUCTURE) <br />i <br />it <br />R4M PARTICLE SIZE DISTRIDUTION OF SED IIiENT rrw <br />SIZE, MIi 2.0000 1.0000 0,1000 0.0500 0.0020 0.0001 <br />PERCENT FINER 100.0000 100.0000 98.0816 97.4421 30.5426 0.0000 <br />wr• VIYDROCRAPII AND SEDIMENT CRAP11 wrw <br />(TNO CONSECUfIVL VALUES PER LINE) <br />FIME OISCIIAITGE SEU DISC rrwwwrr TIME DISCIIARGE SED DISC <br />(IIR) (CFS) (MC/L) r (Illt) (CFS) (MC/L) <br />------- ------------- ----------- ---R---- -~----- ~---------~-- ---~----~-- <br />0.00 0.000 11.000 r 0.10 0.000 0.000 <br />0.20 0.000 0.000 r 0.30 (1.000 0.000 <br />O.hU O.OUD J.000 • 0.50 0.000 O.ODO <br />0.60 0.000 U.(IUU w 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 w 1.10 0.000 0.000 <br />1.20 0,000 U,UO(1 • 1,30 0.000 0.000 <br />1.h0 0.000 O,11U0 • 1.50 0.000 0.000 <br />1.60 U.(A10 0,000 • 1.70 0.000 0.000 <br />I.HO 0.000 0.000 • 1.90 0.000 0.000 <br />2.00 0.(100 0.000 • 2.10 0.000 0.000 <br />2. T.U U.(IUO 0.00(1 • 2. 3U 0.000 0.000 <br />2.hU 0,(IUO 11.000 • 2.iU 0.000 0.0(10 <br />2.60 0.000 0.000 r 2,70 0.000 0.000 <br />