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f,JHL J <br /> <br />•'- <br />n <br />-~ <br />i <br />I~ <br />;_~ <br />.i <br />,: <br />-~ <br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL ~.S-/~L -.~,5- <br />TEST DATE ? f/.~~~ /°'9 3 <br />TEST ~ / <br />PROJECT y0~%j <br />CLIENT PF~/~/~Y <br />264 <br />T = -------------- <br />s it / Aw gpm <br />YHAT ( s / qw ) _ -/. ~/~~9 * log t + ~, 70. <br />r~ = 0. 9`! <br />T = - -------264---------- - lA~, / cS = / ff J. gpd/it <br />( ^j,~fyq 1 <br />to <br />S = 2.25 * T * --------- <br />rwz <br />7j~ ~ min/1,440 min/dal <br />S = 2.25*( / S,r-~-, gpd/ft /7.4805 gal/ft~ )*----------------- <br />( Go ft )_ <br />s = o. nn i <br />r= * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />u = ------------------------------------ - -------------------- <br />4*( /$~ /7.4805)*( y3~•n.., /1440) 4*( sy j )*( D,O~-G ) <br />SP `t~/S• S/', 'may ~/oy <br />u = ~7.c~cw/G' _< 0.01 VG, G1 ~ <br />b = <br />K = <br />k = <br /> <br />T / b = ( /ff~ gpd/ft1/( 3i,/ ft) _ -'~~~'~' gpd/f t= <br />K * (1,000 and / 18.2 gp~t/ft~) = 3 %.~ and <br />7-3-27 <br />