Research Article
Oct 1976
Hydraulics of Slope Erosion by Overland Flow
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 102, Issue 10
Abstract
General equations of soil erosion by rainfall and overland flow are analytically derived by using equations of motion and continuity for sediment transport, dynamic and continuity equations for spatially varied flow with rainfall, and equations of boundary shear stress subject to rainfall. Computational equations for predicting soil erosion rates are developed from the general equations obtained. To demonstrate the applicability of computational equations, computed results are compared with previously published data on soil erosion.
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Journal of the Hydraulics Division
Volume 102 • Issue 10 • October 1976
Pages: 1573 - 1586
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© 1976 American Society of Civil Engineers.
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Published in print: Oct 1976
Published online: Feb 3, 2021
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Authors
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Saburo Komura, M.ASCE
Prof., Dept. of Civ. Engrg., Gifu Univ., Kagamigahara, Gifu, Japan
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.