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BANK-EROSION DISCHARGE BASED ON A NON-EQUILIBRIUM THEORY

Transactions of the Japan Society of Civil Engineers Tokyo (1982) 13 202-204
DOI: 10.2208/jscej1969.1981.316_37
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Abstract

This paper derives a nonequilibrium bank erosion disharge equation which can be applied mainly to the problem of bank erosion in the straight channel with noncohesive soils and to justify the validity of the equation, using the data of the bank erosion discharge measured in the contrived flume.

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APA

Hasegawa, K. (1982). BANK-EROSION DISCHARGE BASED ON A NON-EQUILIBRIUM THEORY. Transactions of the Japan Society of Civil Engineers Tokyo, 13, 202–204. https://doi.org/10.2208/jscej1969.1981.316_37

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