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YSAL 4 <br />• <br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />wELL YS~ L -~ <br />TEST DATE -Z /7/~ y / ~/ ~+ ~ <br />TEST T / <br />PROJECT YOB%T <br />CLIENT Pr/~/..TiC <br />264 <br />T = ----------- °- <br />s ft / Qw gpm <br />YHAT ( s / Qw ) _ ~-zi 6S~ * log t + ~~. 6S6 <br />T - - -------264---------- - ZO. °.5' S~ _ ~ C, n <br />gpolft <br />to <br />S = 2.25 * T * --------- <br />rw2 <br />min/1,440 min/dap <br />S = 2.25*( gpd/ft /7.4805 gal/ft~ )*----------------- <br />( ft )1 <br />S = <br />r~ * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T # t <br />u = ------------------------------------ - -------------------- <br />4*( 20• cr /7.4805)*( y~ .n,i, /1440) 4*( a,~Y )*( O,OCG ) <br />~P "'~i s~ 1//may a'o Y <br />u = D.C^U.' _< 0.01 b/~c:1~ <br />b = <br />K = <br />-Z ~'. 6 f t <br />T / b = ( 20,`7 <br />°~- t,y~' <br />gpd/ftl/( rc:,~ ft) _ <br />C~ <br />0.7~! gPd/Pt= <br />k = K * (1,000 and / 18.2 gpd/ft~l = c1 3 and <br />7-3-24 <br />