Mechanics of Overflow Erosion on Embankments. I: Research Activities

Author:

Powledge George R.,Ralston David C.,Miller Paul,Chen Yung Hai,Clopper Paul E.,Temple D. M.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. Chen Y. H. and Anderson B. A. (1986). “Development of a methodology for estimating embankment damage due to flood overtopping.” Final Report by Simons Li & Associates Inc. for Federal Highway Administration and Forest Service Contract Number DTFH61‐82‐00104 SLA Project Number DC‐FHA‐01 Washington D.C.

2. Clopper P. E. and Chen Y. H. (1988). “Minimizing embankment damage during overtopping flow.” Final Report by Simons Li & Associates Inc. for Federal Highway Administration Washington D.C. and Bureau of Reclamation Contract Number DTFH61‐85‐C‐00131 SLA Project Number DC‐FHA‐03 Denver Colo.

3. Dunn R. J. Simantob E. and Ko H. Y. (1984). “Centrifuge modeling of earth dam overtopping.” Engineering Mechanics in Civil Engineering: Proc. 5th Engrg. Mech. Div. Specialty Conf. ASCE Laramie Wyo. 1320–1323.

4. Hewlett H. W. M. Boorman L. A. and Bramley M. E. (1987). “Guide to the design of reinforced grass waterways.” CIRIA Report 116 London U.K.

5. Hewlett H. W. M. et al. (1985). “Reinforcement of steep grassed waterways.” CIRIA Technical Note 120 6 Storey's Gate Westminster London U.K.

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