Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels
Author:
Affiliation:
1. Consulting Engineer, 303 Frenchmans Bluff Dr., Cary, NC 27513.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000383
Reference27 articles.
1. RESISTANCE TO FLOW OVER RIPRAP IN STEEP CHANNELS
2. Anderson A. G. (1973). “Tentative design procedure for riprap-lined channels—field evaluation.” Project Report No. 146 Univ. of MN Saint Anthony Falls Hydraulic Laboratory Minneapolis.
3. Grain-Size and Textural Classification of Coarse Sedimentary Particles
4. Particle shape: a review and new methods of characterization and classification
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