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OPENFLOW ANALYSIS WORKSHEET • <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL ~'~.-CL'~`~ <br />TEST DATE ~~ C~CiC~~'F_/~ /7`l2 <br />TEST # <br />PROJECT yl'/~ S <br />CLIENT ~'f~/-~~(~i?Y <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT (s / Qw) _ -~~ 3G.~ * log t + -~ `~~ ~-f <br />r: _ ~', s 39 <br />zs4 <br />T = - --------------'----- = 3G'/,.~ ~ 5 = ? C 2 gpd/ft <br />to <br />S = 2.25 * T * --------- <br />rwz <br />min/1,440 min/day <br />S = 2.25*( gpd/ft /7.4805 gal/f t3 )*----------------- <br />( ft )2 <br />S = <br />r= * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />( / ft)=*( ~~.CC•cc~/ ) ( i rrf=)*(C-cocci) <br />u = ------------------------------------ - -------------------- <br />4*( ^c' /7.4805)*( .=5•,,.^ /1440) 4*(';7%~~ )*( ~~,///,-,~ <br />u = C'. OC~h r'f ~-C .i' _< 0.01 L'i°-'/--~<~ <br />b = Pt <br />K = T / b = ( qpd/ftl/l ft) <br />k = K * (1,000 and / 18.2 gpd/ft21 = and <br />qpd/ft~ <br />7-3-36 <br />