Flow Resistance in a Compound Channel with Diverging and Converging Floodplains-Reference-Cited by-同舟云学术

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Flow Resistance in a Compound Channel with Diverging and Converging Floodplains

Published:2018-08 Issue:8 Volume:144 Page:04018051
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Das Bhabani Shankar¹^ORCID,Khatua Kishanjit Kumar²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Rourkela, Odisha 769008, India (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Rourkela, Odisha 769008, India.

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.1943-7900.0001496

Reference57 articles.

1. Resistance to Flow in Channels with Overbank Flood-Plain Flow

2. Comparison of constitutive flow resistance equations based on the Manning and Chezy equations applied to natural rivers

3. Bousmar D. 2002. “Flow modeling in compound channels.” Ph.D. dissertation Birmingham Univ.

4. Bousmar D. S. Proust and Y. Zech. 2006. “Experiments on the flow in a enlarging compound channel.” In River Flow 2006: Proc. Int. Conf. on Fluvial Hydraulics 323–332. Boca Raton FL : CRC Press Taylor & Francis group.

5. Upstream Discharge Distribution in Compound-Channel Flumes

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