Journal
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING
Volume 126, Issue 2, Pages 125-126Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9437(2000)126:2(125)
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River recharge is one of the important factors affecting the yield of nearby wells. The mathematical complexities of the existing methods in computation of rate and volume of stream depletion can be very much simplified through numerical methods without loss of much accuracy. In the present study, simple equations for stream depletion rate and total volume of stream flow depleted are presented. The example illustrates the relative simplicity of the proposed equations.
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