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<br />I. <br /> <br />i. <br />.....--' <br /> <br />:J <br /> <br />. <br /> <br />/ <br /> <br />l-'31; " <br />J' );, <br /> <br />Sin~e pumpage was ignored, it may appear that the estimated <br /> <br /> <br />drain-out losses are high, but the following factors need to be <br /> <br /> <br />considered: (1) pumpage will occur, on the average, at closer <br /> <br /> <br />distances to the river than where the recharge occurs, giving rise <br /> <br /> <br />to depletion effects on the river sooner than when the drain-out <br /> <br /> <br />effects will occur, (2) recharge water may leave the area as underflow <br /> <br /> <br />and is not estimated in this study, and (3) evapotranspiration losses <br /> <br /> <br />due to high water tables in the vicinity of the recharge sites have <br /> <br /> <br />been ignored. <br />