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., <br />s <br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL YW-~ <br />TEST DATE 3 DEGF/%!3E/z /99 2 <br />TEST # / <br />PROJECT YOAST <br />} <br />CLIENT PF_r~rinr~Y ~Ne~ <br />~° <br />-----264 \ <br />T = ------ <br />s ft / @w gpm y ~, <br />~i <br />YHAT ( s /- @w ) _ ~O. /Z~ * log t + O. 2 G °f <br />r~ = 097`/ <br />264 <br />T = - -------------------- _ ~ , 095, t Y = ~~ C `!S gPd/ft <br />to ~2J <br />S = 2.25 * T * --------- <br />4 <br />rw~ 12)~ <br />~\ or ~f C~ min/1,440 min/day <br />S = 2.25*( 2,C~% S~ gPd/ft /7.4805 gal/ft~)*----------------- <br />~~ ~. ~ ( 7S f t ) _ <br />/ 5 <br />~_ f }Y <br />r= * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />- -------------------- <br />u = ------------------------------------ - <br />4*( ~3~,[•9s/7,4805)*( /~C ~+i.+ /1440) 4*(2SOSi=)*(o i~S~ay) <br />sPd/st ~,, <br />u = G'~.000 / _< 0.01 Vf,+L1D <br />• b = <br />K = <br />T / b = <br />gpd/ftl/( ft) _ <br />gpd/ftz <br />k = K * (1,000 and / 18.2 gpd/f t=1 = and <br />7-3-61 <br />