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`] CON CENTRATiON DURING PERIOD OF <br />1------cirnTrrr-~crrrtars vrv-~Trn~--__c__. __._. __rtn __._N~-~~ _ <br /> <br />a~ VOLUME NEICHTED AVERAGE SETTLEABLE :.Tae,-. - <br />~ ~ <br />' <br />' <br />~ CONCENTRATION DURING PEAK 24 HOUR -{: <br />~'~ <br />~ <br /> <br /> ARITHMETIC AVERAGE SETTLEABLE <br />e CONCENTRATION DURING PERIOD OF <br /> ~ItNIFttAtTT-CONLENTR-A"TTON--- --_ -00__._NL~/L ~ ~ <br />,~-r <br /> ARITHMETIC AVERAGE SETTLEABLE ~ <br />"'#T=i~-„ <br />~ <br />g' <br />~ <br /> CONCENTRATION DURING PEAK 24 HOUR - r' <br />) <br />~ ~ <br /> <br />~: <br />,.' COMBINED HYDROGRAPH ANU <br />+SUMMARY TABLE OF SEU ILRAPM <br />V4L UE S+ ~ ;_, _,„,: ?~~. ``~'+~ <br /> - - <br /> PREVIOUS MUSKINGUM ROUTING x .35 <br /> PREVIOUS MUSKINGUM ROUTING K <br />_ . <br />.. .0300 HRS <br />-- <br />.. . - _ -. ... - <br />- <br />__.. <br />~> • <br />D-PEAR-DTTCAARZF"-___ . <br />CFS <br />67. <br />2 B .. <br />=ol TINE OF ROUTED PE4K OfS CHARGE ~ 12.20 HRS ,~ <br />~'~~'-"' <br /> TOTAL DRAINAGE AREA <br />~ 177.00 ACRES <br />v - -8 :5504' -A'C~T- <br />v PEAK RUNOFF GIS CH4RGF 67.28 CFS <br />~ T[NE TO PEAK DISCHARGE 12.20 HRS <br />a, TTVERY-ICATTO-... •__ .--~--1-UO-__._._-_._- .. ,- -.. <br />~ <br />~ <br />m PREVIOUS STRUCTURE 7R AVEL TINE .0300 HR$ .. <br />iy e: :~, <br />n TOTAL SEDIMENT YIELD 1133.5688 TONS '-,'';,.: <br /> ---~- ITi74IIT3T-MG/L '-- <br />o PEAK SETTLEABLE CONCENTRATION .1h77 NL/L <br /> PEAK SETTLEABLE CONCENTRATION 218.01 nG/L <br /> ___-- _-T3Zf0-HRS_-_._-_- - .g,. <br />ss PERIOD OF SIGNIFICANT CONCENTRATION 16.40 HRS ~ .. ~:~" <br />,., ', VOLUME NEICHTED AVERAGE SETTLEABLE _ _ __ ~ _ ?"' <br />, I SIGNIFICANT CONCENTRATION .11 ML/L <br /> vOL UNE NEIGHTEU AVERAGE SETTLEABLE <br />, ~ N-IIIIRING~EA1~-2 ~ROUiC___..- _ _ _. _ ,T" .. <br />„ PERIOD •11 ML/L .?~:;:•.- <br />~~ <br />,u AR ITHMETIL AVERAGE SETTLEABLE ~ - -''~ <br />' <br /> <br /> SIGNIFICANT CONCENTRATION - .07 NL/L <br /> ARITHMETIC AVERAGE SETTLEABLE <br /> ~ <br /> PERIOD •05 ML/L ~ <br />~F <br /> _ ~•:t <br />.e <br />.. <br />.... ....................... POND INRUT .. <br />...................•....... <br />., QUEST ION _ <br /> ~ ~ <br />,0 1. TINE INCREMENT OF THE ROUTED HYDROGRAP H - .10 HOURS ,Y <br />~ <br /> 2. NON-IDEAL SETTLING CORRECTION FACTOR - 1.00 - <br />'- <br />' <br /> "iS 0 EAti ~PTC1--_ _ ._. _..2 5 : 6D_-_ -__._ <br />„ 4. OUTFLON NITHOR4NAL OPTION - SURFACE <br /> 5. ]MELON VERTICAL CO NCENTRATiON - ~ COMP. NI%ED <br />„ F~IICGF~IITNTS = -- <br />NUMBER OF ROUTED NYDROGR APH POINTS - <br />7 _ 10_. _ _ _ __.. _ .._.--_- __-_ <br />500 ::~~ _. <br />;,w~3~~"~~T ~~ <br />„ i <br />. <br />R. STAGE-DISCHARGE OPTION - INPUT "~~;"-`~ai"."'~:` <br />' ~DO"TPUT'OPT10N'_= .__..._...._... ._. SUM. TABLES ~~ ~' ~ ~~~~~ <br />10. NUMBER DF CONTINUOUS STIRRED REACTORS 0 <br />