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<br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br />WELL YOI~-I <br />TEST DATE -3 ~%/CCF/7/iE/z /~11~ <br />TEST k ~ <br />PROJECT YORST ~ <br />~N~ <br />CLIENT PF.9/30DY ~~ <br />i <br />~J <br />~~ <br />.z <br />264 ~•~ <br />T = -------------- ~ <br />s ft / Qw gpm r, <br />YHAT ( s /- Qw ) _ -O. 3/ 7 * log t + ' ~ • 383 <br />r= = O, 9.g i <br />264 <br />T = - -------------------1 = g3 = , B/ _ .P•3 3 gpd/ft <br />( - U•3i7 <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 )2 <br />S = <br />r= * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />u = ------------------------------------ <br />4a`(8335~d /7.4805)*( %0.~,;.+ /1440) 4*(/~/~~ )*(C%OG~cy) <br />sr~~i vA L I/> Y <br />b = ft <br />K = T / b = <br />gpd/ftl/( ft) _ <br />k = K * (1,000 and / 18.2 gpd/ft=1 = <br />• 7-3-47 <br />and <br />gpd/f t= <br />