deep. In between is the gravel bed with high resistivity of 100-200 ohm-meter relatively continuous at 5-28 meter deep. Wherever the cross-section shows absence of continuity of the overlying clay, the area can be selected for natural groundwater recharge. Other available subsurface data such as wireline logs and stratigraphic correlation from cross-sections, shall be incorporated to help define the best suitable recharge area for the MAR Project.
BOOK OF ABSTRACTS
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