Estimating Flow through Riprap

Author:

Abt Steven R.,Ruff James F.,Wittler Rodney J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference11 articles.

1. Abt S. R. Khattak M. S. Nelson J. D. Ruff J. F. Shaikh A. Wittler R. J. Lee D. W. and Hinkle N. E. (1987). “Development of riprap design criteria by riprap testing in flumes: Phase I.” NUREG/CR‐4651 U.S. Nuclear Regulatory Commission Vol. 1 48–53.

2. Abt S. R. Wittler R. J. Ruff J. F. LaGrone D. L. Khattak M. S. Nelson J. D. Hinkle N. E. and Lee D. W. (1988). “Development of riprap design criteria by riprap testing in flumes: Phase II.” NUREG/CR‐4651 U.S. Nuclear Regulatory Commission Vol. 2 57–65.

3. Escande L. (1953). “Experiments concerning the infiltration of water through a rock mass.” Proc. Minnesota Int. Hydrology Convention .

4. Leps T. M. (1973). “Flow through rockfill.” Embankment dam engineering John Wiley and Sous 87–107

5. THROUGH AND OVERFLOW ROCKFILL DAMS - NEW DESIGN TECHNIQUES. (INCLUDES APPENDICES).

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2. Closure to “Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels” by David C. Froehlich;Journal of Irrigation and Drainage Engineering;2013-08

3. Discussion of “Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels” by David C. Froehlich;Journal of Irrigation and Drainage Engineering;2013-08

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