Abstract

A riprap design procedure is developed that is based on local average velocity and local depth. This procedure addresses the influence of riprap gradation, blanket thickness, side slope angle, and channel bends. Example designs are presented.

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References

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 7July 1989
Pages: 937 - 949

History

Published online: Jul 1, 1989
Published in print: Jul 1989

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Authors

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Stephen T. Maynord, Associate Member, ASCE
Res. Hydr. Engr., Hydr. Lab., U.S. Army Engr. Waterways Experiment Station, PO Box 631, Vicksburg, MS 39180‐0631
James F. Ruff
Prof. and Dir. of Hydr. Lab., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Steven R. Abt, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523

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