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<br />10 ~ <br />100 <br />10 <br /> <br />m <br />_ ~- ._ <br />Q <br />7 <br />3 <br />0.1 <br />0.01 <br />10-5 10-q 10-3 i0-2 10=t <br />1/ue <br />i/uA <br />1 10 ?02 ~ 103 <br />104 105 <br />3 <br />D <br />A <br />N <br />m <br />m <br />106 107 <br /> <br /> Theis curve fo r 1/uA ~ ~ values - <br /> 00 <br />`' 41~~ <br /> 1 <br />0. <br />D.Q D+ _ <br />' <br /> ~~ O~ At <br /> `\ OA6' <br /> <br /> o.-s <br /> P . <br /> p 0.+ _ <br /> ~.a <br /> ~, s <br /> t.o ' <br /> z. s <br /> n_o <br /> +~ Theis cu rve for I/uB <br /> s.o . <br /> 6.0 _ <br /> TO <br />ype B cu ves <br />- <br />1 10 102 <br />I~gure l: Theoreticai.curves of W(u~,u~, ~) versus I/uA and 1/uB <br />for an unconfined aquifer (after Neuman, 1975). <br /> <br />N <br />01 <br />3 <br />• o <br />c <br />3 <br />H <br />A <br />D <br />r <br />N <br />W <br />Gl <br />m <br />0 <br />0 <br />{ ~ <br /> <br />103. ~ ., <br />y <br />-. *:. <br />--= t --z <br />a <br />