三、試推導等向(isotropic)、均質(homogeneous)之拘限含水層(confined aquifer)之三維地下水水流方程式(flow equation)為:
(h = piezometric head 測壓管水頭,k = hydraulic conductivity 滲透係數,S0 = specificstorage,t = time;其餘定義詳見附圖)(25 分)
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