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<br />I <br />I <br />\, <br />l <br />, <br />\ <br /> <br />INTRODUCTION <br /> <br />With increasing frequency, problems of water administration <br /> <br />require evaluation of effects of ground-water withdrawal on surface <br /> <br />supplies. Both rate and volume effects have significance. Effects <br /> <br />after the cessation of pumping (called residual effects in this paper) <br /> <br />" <br /> <br />1.103 <br /> <br /> <br />are important also and have not previously been examined in detail. <br /> <br />In fact, residual effects can be much greater than those during <br /> <br />pumping. Curves and tables shown in this paper, although applicable <br /> <br />to a large range of interactions, are especially oriented to the <br /> <br />solution of problems involving very small interactions, and to the <br /> <br />evaluation of residual effects. Where many wells are concentrated <br /> <br />i <br />r <br /> <br />near a stream, the combined withdrawals have a significant effect on <br /> <br />, <br />'" <br />\ <br /> <br />the availability of water in the stream. <br /> <br />I,. <br />I <br /> <br />2 <br /> <br />- <br />