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PENFLOW ANALYSIS WORKSHEET YW28 <br />AUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />PDATE= 29 AUGUST 1989 <br />E1~ YOAST ~G w.gOGE GOAL <br />EST DATE /~ ND [/ 90 <br />EST # I <br />ROJECT YDf)ST <br />LIENT /~.EA/,~nDY f~AL ~- <br />_ 264 <br />T = -------------- <br />s f t / Qw gpm <br />YHAT (s / Qw) _ -/i `/9$ ~~~ * log t + 3, ~~ 309 <br />r= = O.9%9 <br />T = ~ -------264---------- = D. /7G 2 = O- /g gPd/ft <br />--to---- <br />2.25 t T * - <br />rw= <br />min/1,440 min/day <br />S = 2.25t( gPd/ft /7.4805 gal/ft~ )*----------------- <br />... ( ft ): <br />S = <br /> r= t S <br />u = --------- - _< 0.01 CHECK S TRAIGHTLINE/STEADY STATE ASSUMPTION <br /> 4 = T s t <br /> <br />u = --------- ------------ --------- ------ - -------------------- <br /> 4t( O•~ <br />/ <br />r~ /7.4805)s( 395%~ /1440) 4(0,0176 )t(p.=7~,L,y) <br /> Sp <br />f .S~ %./a y <br />u = r, rJ OO ~f = < 0.01 VA ~-SO <br /> t-OR~~ 326-3/~= /33~ <br />b' _ .z 3 f t OO6N= 3~ 3 - 3G-~ _ .233'/ <br />H = T / b = ( D,/b gPd/ft) /( .~3 ft) = Q,OD~ gPd/ft= <br />• <br />= K t (1,000 and / 18.2 gpd/ft~) _ ~•`f ~ and <br />t <br />7-3-G7 <br />