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~dCD11 d ~lIV~6 ~(ah .3110 4 ~SF ~06 <br />s <br />awusaawa~coraraucroaa SITE PREPARATION & DRAINAGE REV. 1 <br />awst ura trtr, utwr STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9/80 <br />SHT. 7 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT \VE5~E2s..1 F UELS VES EILAOO /A~r~E ~1G ~'S4/o <br />JOB NO <br /> . <br />~p~rn Er-hT /+Ti orJ Po r.+rJ fug G POiC?A L. POND NO. Del <br />BV uJv~ :~IIZI.'6`-GATE i~ ~ H~ fiy CHECKED BY DATE <br />7. Ditch Velocity/Design 1JIJEfZ£~o J ~71~U-1E5 <br />A. Ditch Location (SeeSht._and Dwg. ~-'S4(o~L' 101 Tp°~ l04 1 <br />mAp'~ 24- -fH2U Zl <br />8. Ditch Characteristics .i <br />soil V C-~4.A55 R~~i R1,(i <br />1. Manning's No. = D.o3 _ _.____ O.04. <br />2. Slope= QS IUfJ tG P'¢~; nN UE%'T SF4g E~. .. <br />3. Ditch cross~section (sketch+dimensions! <br />~- ~ ( f _ - -- f -- i -- - --i <br />j ~ I -. <br />~ ~ _ <br />.~ ~ : ~ , <br />of ; I ~ i <br />I ~ ~ i- <br />~Q i i ' <br />~ --:-i <br />____L_-_ Z~ . _ ~ _ <br />1- - <br />f <br />i ~ <br />~` 1o'fAL I~EF'1~ aF P~I7cA IS 'D to.3~ ~Zv~NCEC !>P <br />j ~ "f0 T}4E }.)EAQES'T }1/,~ puuT, <br />~------. ----~ --- 1 -- -- ~ -- ' - - - - - <br />C. Design Discharge: ds (See Section 6) CSEE p2Et/iuUS S~IEE7 <br />D. Computed Flow Velocity: St:E UErT 1HE~'f <br />(based on Olds) _ ~$ A R2/3S7/2) C <br />Depth D ft <br />Area A ft.2 <br />Wetted Perimeter Wp h. <br />Hydraulic Radius R h. <br />Slope S h. par h. <br />Flow O ds <br />Uniform Flow Velocity = O/A h./see. <br />