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YW29 <br />?ENFLOW ANALYSIS WORKSHEET <br />a' LDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />?~= 29 AUGUST 1989 <br />iLL ~/(JFiST ~7 WADGE GOA! <br />'sST DATE 1~/ NnyF/~i~.~,P 1990 <br />"sST # / <br />20JECT YOAS T <br />~IENT GF_ A~D/~Y r nA /_ C.~. <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT ( s / Qw ) _ '/,l`~/1-.03 * log t + /, 9`>'7. ~~7 <br />r~ = 0.9,5'y <br />264 <br />T = - -------------------- <br />to <br />S = 2.25 * T * --------- <br />rwz <br />S = 2.25*( <br />S = <br />= 0, ~..51'f = (7. ~s gpd/ft <br />min/1,440 min/dap <br />BPd/ft /7.4805 gal/ft3 )*----------------- <br />( ft )Z <br />rz * S <br />u = ---------- _< 0.01 <br />4 * T * t <br />CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />( / ft)Z*( Ci.000Oi ) ( /S~~ )*(O.oono/ ) <br />u = ------------------------------------ - -------------------- <br />4*( 0.25 /7.4805)*( /9s.~+» /1440) 4*(0.oT37 )*( n-/7S~.i) <br />u = 0,000 S =< 0.01 VgL.r/J- <br />b = 3-~ ft X59-~07 ~f <br />T / b = ( O• D-; gpd/ft )/( 3 ~ ft) _ lJ. 00 ~ gpd/f t2 <br />k = K * (1,000 and / 18.2 gpd/f t2) _ ~/•~3 and <br />7_3_ ?3 <br />