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<br />'~ <br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL YOI/'~9 <br />TEST DATE !.Si' c"C.; ~/>'/_/; •<<~ ~ <br />TEST # ~ <br />PROJECT YC~ ST <br />CLIENT I`'Cf~?~C~/-'Y C!'~^L CL~ <br />264 <br />T = -------------- <br />s ft / 8sr gpm <br />YHAT ( s /-Hw) _ -?, /6G.LCG* log t + h~. /~7..F/S <br />r: = C. S~ 7 <br />T - - -------264---------- = G• /~~ _ ;'„ /2~ gPd/ft <br />( -?/ /tc, cow ) <br />to <br />S = 2.25 * T * --------- <br />rw= <br />min/1,440 min/day <br />S = 2.25*( gpd/ft /7.4805 gal/ft~ )*----------------- <br />( ft )_ <br />S = <br />r= * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />- -------------------- <br />u = ------------------------------------ - <br />4*( _'.~=.x/7.4805)*( _','C.~,,, /1440) 4*(~.C/(, )*(c',.'c/ ) <br />LL = „ ~-'.^~.•.' _< 0.01 (~'/, L1 h :l:r., <br />b = <br />K = T / b = <br />gpd/ft)/( ft) _ <br />k = K * (1,000 and / 18.2 gpd/ft=1 = <br />7_~_Fn <br />and <br />• <br />gpd/f t= <br />