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YGAL16 <br />~PENFLUW ANALYSIS WORKSHEET <br />'Al'L OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />IPDATE= 29 AUGUST 1989 <br />TELL YV~S/ ~ - i <br />'EST DATE l 3 D~Cf/`/~/_=•P /990 <br />'EST i <br />'ROJECT YO~ST <br />'LIENT PE/-)~/~/~ y fJ~I <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT (s / @w) _ -CG,/17 * log t + ,JS3.Oy 3 <br />rz = O. 9 7F <br />264 <br />T = - -------------------- = 3, 9y ~ 3 = 3. ~y gpd/ft <br />( - GG, i17 ) <br />S = <br />S = <br />S <br />to <br />2.25 * T * --------- <br />rw2 <br /> <br />I <br />i <br />min/1,440 min/day <br />2.25*( gpd/ft /7.4805 gal/f t3 )*----------------- <br />( ft )z <br />r2 * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />u = ------------------------------------ - -------------------- <br />4*( 3.%y /7.4805)*(. ~~5~•~ /1440) 4*(O•S3 )*( Ji~7~y) <br />3P `t/St j/~Q y <br />u = li, rJ/ 7S =< 0.01 /jp,pp,~~~yr <br />K = T / b = ( 3.9 y gpd/ft)/( /S•C ft) _ <br />k = K * (1,000 and / 18.2 gpd/ftz) = I <br />7-3-10 <br />G, .2 C <br />and <br />.~ <br />gpd/ft~ <br />