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YW30 <br />'ENFLOW ANALYSIS WORKSHEET <br />LDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />' = 29 AUGUST 1989 <br />:LL Yn/;~sJ ~Tr WA/Jl F Cl>AL <br />.ST DATE 3 O /VO YEri/?~2 / 9 90 <br />:ST # <br />:OJECT YD/~ST <br />.IENT OF_ L)~'/~D Y GD/9 L G~ <br />264 <br />T = -------------- <br />s ft / Qw gpm <br />YHAT (s / Qw) _ -?~'fGl~/J8* log t + .S,L9S,393 <br />rz = 0.9519 <br />264 <br />to <br />S = 2.25 * T * --------- <br />rw2 <br />min/1,440 min/day <br />S = 2.25*( gPd/ft /7.4805 gal/ft3 )*----------------- <br />( ft )2 <br />S = <br />rz * S <br />u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br />4 * T * t <br />( / ft)2*( 0.0000/ ) ( /Sty )*(O•ca~i ) <br />u = ------------------------------------ - -------------------- <br />4*( O•// /7.4805)*( 225,.,; /1440) 4*(O.piy3 )*(O•is~~,,,) <br />5P~/tJ Ss~~ay <br />u = A,O~// _< 0.01 VALT/J <br />b = ZO ft l~7 - ~Ofl 1`~ <br />• T / b = ( d,// gpd/ft)/( ~~~ ft) _ ~• 00.5 gpd/ft2 <br />k = K * (1,000 and / 18.2 gpd/ft~) = O• ^9 and <br />7-3-77 <br />