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<br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL YL Jr <br />TEST DATE ~ D ~GT~~!-3EfZ /~ Z <br />TEST it ~ <br />PROJECT "~'A.ST <br />CLIENT /~.':/,/~C/_~ y <br />264 <br />T = -------------- <br />s ft / Qw BPm <br />YHAT ( s / qir ) _ -8. /6© * log t + -~l 1/2 it <br />r: = 4. y19B :. <br />• T = _ -------264---------- = 3~ , $ ~3 = 3 2 . ~ gPd/ft <br />( - S• /60 ) <br />S = <br />S = <br />S = <br />u = <br />to <br />2.25 * T * --------- <br />rw= <br />min/1,440 min/day <br />2.25*( gpd/ft /7.4805 gal/ft3 )*----------------- <br />( ft )_ <br />r; * S <br />---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />{ ! Pt)=*( 0.0000/) <br />u = --------^--------------------------- <br />4*( 32. M /7.4805)*( Z7oMin /1440) <br />9Pd/T <br />u = o,Grinoo3 =< 0.01 (f~Gl© <br />• b = <br />K = <br />k = <br /> ft <br /> <br />T / b = <br />~, .., <br />gpd/fti/( ftl = <br />K * (1,000 and / 18.2 gpd/ft~) _ <br />and <br />gpd/ft~ <br />7-3-3° <br />