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Rock fill protection of river and canal banks
General theories concerning equilibrium of particles on inclined plane are discussed; theoretical and experimental study to define optimum dimensions for rock fill in terms of slope angle and certain flow characteristics.
Rock fill protection of river and canal banks
General theories concerning equilibrium of particles on inclined plane are discussed; theoretical and experimental study to define optimum dimensions for rock fill in terms of slope angle and certain flow characteristics.
Rock fill protection of river and canal banks
Protection de talus au moyen d'enrochements
Ramette, M. (author)
1963
10 pages
Article (Journal)
French
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