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Universal Bank Erosion Coefficient for Meandering Rivers
Publisher: American Society of Civil Engineers
Abstract: An equation for bank erosion, and thus channel migration rate, is derived theoretically from the equation of sediment continuity. The relation so derived lends credence to the hypothesis that bank erosion is proportional ...
Closure to “<i>Universal Bank Erosion Coefficient for Meandering Rivers</i>” by Kazuyoshi Hasegawa (June, 1989, Vol. 115, No. 6)
Publisher: American Society of Civil Engineers
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