Overbank Flow in Symmetrically Narrowing Floodplains

Author:

Bousmar D.1,Wilkin N.2,Jacquemart J.-H.2,Zech Y.3

Affiliation:

1. Post-Doctoral Researcher, Fond National de la Recherche Scientifique; and Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

2. Graduate student, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

3. Professor, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference16 articles.

1. HYDRAULIC DESIGN OF TWO-STAGE CHANNELS. (WINNER OF 1993 COOPERS HILL WAR MEMORIAL PRIZE).

2. Bousmar D. (2002). “Flow modelling in compound channels. Momentum transfer between main channel and prismatic or non-prismatic floodplains.” PhD thesis Université catholique de Louvain Louvain-la-Neuve Belgium.

3. Momentum Transfer for Practical Flow Computation in Compound Channels

4. SERC flood channel facility: skewed flow experiments

5. Two-Dimensional Solution for Straight and Meandering Overbank Flows

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