The image below represents a portion of a flow net adjacent to one-half a symmetrical stream. The stream reach has a length (L=1000 m). The aquifer is homogeneous and isotropic, with a hydraulic conductivity Kh=10 ^-4 m s ^-1 . The equipotentials are drawn at ?h=1-m intervals. What is QGW for this problem?

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Savam Mow 24 m Savam Mow 24 m