Discussion of “Two-Dimensional Solution for Straight and Meandering Overbank Flows” by D. Alan Ervine, K. Babaeyan- Koopaei, and Robert H. J. Sellin-Reference-Cited by-同舟云学术

Discussion of “Two-Dimensional Solution for Straight and Meandering Overbank Flows” by D. Alan Ervine, K. Babaeyan- Koopaei, and Robert H. J. Sellin

Published:2002-05 Issue:5 Volume:128 Page:550-551
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Bousmar D.¹,Zech Y.²

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Hydraulics Unit, Univ. Catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

2. 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282002%29128%3A5%28550%29

Reference6 articles.

1. Momentum Transfer for Practical Flow Computation in Compound Channels

2. Bousmar D. and Zech Y. (2001). “Secondary currents impact on momentum transfer for compound channels flow modeling.” Proc. XXIX IAHR Congress Tsinghua Univ. Press Beijing China D1 189–195.

3. Knight D. W. (1992). “SERC flood channel facility experimental data phase A.” Rep. No. SR314 HR Wallingford Wallingford U.K.

4. Knight D. W. and Shiono K. (1996). “River channel and flood plain hydraulics.” Floodplain processes M. Anderson D. Walling and P. Bates eds. Wiley London 139–181.

5. Turbulent open-channel flows with variable depth across the channel

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