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YWU29 <br />PENFLOW ANALYSIS WORKSHEET <br />AUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST • <br />PDATE= 29 AUGUST 1989 <br />ELL ~/BAST "7 wA~~,~ LIND ~2/3cL,e/~~/}/ <br />EST DATE ~S i/D VF_ /7/~.E/2 / 990 <br />EST # <br />ROJECT YDAST <br />L I ENT P~~1,400 Y /1.L~7 G l L~ <br />264 <br />T = -------------- t <br />s ft / Qw gpm <br />YHAT (s / Qw) ="~GO•/~3 * log t + /~55~7, 9os- <br />rz = O. ~/9 7 <br />264 <br />T = - -------------------- = LS, 3 S`5~F = O, 3.S BPd/ft <br />(' iGG• /33 ) <br />• <br />to ~ <br />S = 2.25 * T * --------- <br />rw~ <br />min/1,440 min/day <br />S = 2.25*( gpd/ft /7.4805 gal/ft3 )*----------------- <br />( ft )~ <br />5 = <br /> rz * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLI NE/STEADY STATE ASSUMPTION <br /> 4 * T * t <br /> <br /> - -------------------- <br /> 4*( O.3S~/7.4805)*( ~/0,,,;„ /1440) 4*(p,OP~/ )*( p,/ySB ) <br /> ~~a/a~: day <br />u = O~<~ODS~ _< 0.01 V/-7L.L/' <br />b = ~3 ft 305-~~/3~ <br /> <br />K = T / b = ( 0 3.5 gpd/ftl/( `/3 ft) = O.O~~ gpd/f t2 <br />k = K * (1,000 and / 18.2 gpd/ftx) = G• `/`f and <br />7 '~R~ <br />