Design of Riverbank Riprap Using Large, Individually Placed Blocks-Reference-Cited by-同舟云学术

Design of Riverbank Riprap Using Large, Individually Placed Blocks

Published:2019-12 Issue:12 Volume:145 Page:04019042
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Jafarnejad Mona¹^ORCID,Franca Mário J.²,Pfister Michael³,Schleiss Anton J.⁴

Affiliation:

1. Researcher, Laboratory of Hydraulic Constructions, École Polytechnique, Fédérale de Lausanne, 1015 Lausanne, Switzerland (corresponding author). ORCID: .

2. Professor, Dept. of Water Science and Engineering, IHE Delft Institute for Water Education, Westvest 7, 2611 AX, Delft, Netherlands; Dept. of Hydraulic Engineering, Delft Univ. of Technology, 2601 DA, Delft, Netherlands.

3. Professor, Dept. of Civil Engineering, Haute Ecole d’Ingénierie et d’Architecture, Univ. of Applied Sciences and Arts Western Switzerland, CH-1705 Fribourg, Switzerland.

4. Professor Emeritus, Laboratory of Hydraulic Constructions, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001641

Reference28 articles.

1. Riprap Design for Overtopping Flow

2. Round-Shaped Riprap Stabilization in Overtopping Flow

3. Ahmed A. F. 1987. “Stability of riprap side slopes in open channels.” Ph.D. thesis Dept. of Civil Engineering Univ. of Southampton.

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