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- YOV28 <br />)PENFLOW ANALYSIS WORKSHEET ' <br />.PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />' *JPDATE= 29 AUGUST 1989 <br />~LL YOAsj x'6 V1/A~G E ~ yF_.P//G/,PpEN <br />PEST DATE / 3 /!/~ V 9/I <br />PEST # <br />PROJECT • YDAST <br />:.LIENT /~Ff1%ODY ~.rJL. Ga. <br />I . 264 <br />.:~ T = -------------- <br />s ft / Qw gpm <br />r^ . <br />YHAT (s / Qw) _ ^777.9y5~ s log t + 1/~` ~~•`~`3~ <br />r a = 0.99'9 <br />264 <br />T = -------------------- = D,3 39'3 = 0.3`~ gPd/ft <br />( - 777 yyy ) <br />to <br />S = 2.25 s T x --=------ <br />~` rw = <br />=` min/1,440 min/day <br />~~ 3 = 2.25x( gPd/ft /7.4805 gal/ft~ )x----- <br />- ( ------ft-~i- <br />S = <br />r1 s S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 x T = t <br />( / ft)=s('O~GL'n0% ) ( /.1Y' )xl o,oaQa/) <br />u = ------------------------------------ - -------------------- <br />4s( O.3 `f /7.4805)s( ,Zy/.+„'n /1440) 4s(p,lY/SS~)s(p,~67y ) <br />sP"/t .~,/Q,uy day <br />u = 0.003 =< 0.01 Vff4T.0 <br />b = ~ `~ f t 305 - a. 5~/ 3i~ <br />A =. T / b = ( O~~`~ gpd/ft)/( 6y ft) = D~OOS gpd/ft= <br />k = K s (1,000 and / 18.2 gpd/ft~) = O•~`~ and <br />7-3-53 <br />