River Width Adjustment. II: Modeling

Author:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference96 articles.

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2. Alonso C. V. Borah D. K. and Prasad S. N. (1981). “Numerical model for routing graded sediments in alluvial streams.” Appendix J Rep. Prepared for the U.S. Army Corps of Engrs. Vicksburg District USDA Sedimentation Lab. Oxford Miss.

3. Alonso C. V. and Combs S. T. (1986). “Channel width adjustment in straight alluvial streams.” Proc. 4th Fed. Interagency Sedimentation Conf . U.S. GPO Washington D.C. 5-31–5-40.

4. Arulanandan K. Gillogley E. and Tully R. (1980). “Development of a quantitative method to predict critical shear stress and rate of erosion of naturally undisturbed cohesive soils.” Rep. No. G1-80-5 U.S. Army Wtrwy. Experiment Station Vicksburg Miss.

5. Bishop A. W. (1955). “The use of the slip circle in the stability analysis of slopes.” Géotechnique London England 17.

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