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YWU30 <br />PENFLOW ANALYSIS WORKSHEET <br />qUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />PDATE= 29 AUGUST 1989 <br />ELL Y4FI S/ ~~ lti'f~D6F /fN/~/_=,PrL/~biC~y <br />35T DATE 2 OF_ LF/7/~f~P /9~i17 <br />ssT ;~ 3 <br />30JECT yi7A5T <br />LIENT OC~!ODY Go~IG GD. <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT (s / Qia) _ ~~~/ * log t + 900, ~~~ <br />r~ = O. fry0 <br />264 <br />T = ~ -------------------- _ /~, 9'S~3`f = li'.`7SL gPd/ft <br />to <br />S = 2.25 * T * --------- <br />rwz <br /> <br />• <br />min/1,440 min/day <br />S = 2.25*( gPd/ft /7.4805 gal/ft~ )*----------------- <br />( ft )z <br />S = <br />r~ * S <br />_ u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />- -------------------- <br />u = ------------------------------------ - <br />4*( (j,9~ /4.4805)*( 320.•.;n /1440) 4*(Oj{~AQ)*( 0,7.2~iy) <br />~~ ~~ ~ ~ Y <br />u = O~OOo/ _< 0.01 ~'.~L1~ <br />b = /f 3 ft ~ /~ ~.2G / S f • <br />K = T / b = ( U. y `/ gpd/ft )/( ~/ 3 ft) = O. O~ gpd/ftz <br />k = K * (1,000 and / 18.2 gpd/ft2) _ /~ ~ _ and <br />7-3-90 <br />