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YSAL 12 <br />• <br />OPENFLOW ANALYSIS WORKSHEET <br />PAUL OLDAKER- HYDROLOGIST/HYDROGEOLOGIST <br />UPDATE= 29 AUGUST 1989 <br /> WELL V S~9 L -/~ <br /> <br />-. TEST DATE %(.' 17i; Gf=/'7Lt/_=~c /`l9 ~ <br />' TEST # <br /> <br />_~ PROJECT ~S~ <br /> <br /> CLIENT ~~%~~cn.y <br />--t <br />' 264 <br /> ' T = -------------- <br /> s ft / Qx gpm <br /> YHAT ( s / Qx ) _ -D. 3G r2 * log t + -~~ SG ~j <br /> <br /> 264 <br /> <br />Ll ( - G.~G2 1 <br /> <br />:. <br />~_, <br />to <br />=, S = 2.25 * T * --------- <br /> rx~ <br /> min/1,440 min/day <br />-" S = 2.25*( 72`1 gpd/ft /7.4805 gal/ft~ )*----------------- <br /> ( ft )~ <br /> S = T~ ~ <br />Y <br />P45f~ <br /> . <br /> / <br />_ <br />`y <br /> r~ * S <br />~~ u = ---------- _< 0.01 CHECK STRAIGHTLINE/STEADY STATE ASSUMPTION <br /> 4 * T * t n <br />.. <br /> u - <br />4*(%'.2`>>~,.i/7.4805)*( <br />iyC'..-~,,, /1440) 4*l`/7.~_'t)*( c:.i~/~.,) <br />_. <br />.. <br />u = 5 / <br />/'. CSC%`~"/ ~r:.y <br />_< 0.01 li~r~L1 /] <br /> <br /> b = ill' f t <br />. <br /> K = T / b = ( ~Zq gpd/ftl/! 3z ft) = ZZ-e gpd/it= <br /> k = K * (1,000 and / 18.2 gpd/ft~l = and <br />7-3-30 <br />