Lateral dissemination of depth-averaged velocity, boundary shear stress and stage-discharge curves for compound channels

Author:

Singh Prateek Kumar1ORCID,Khatua Kishanjit Kumar1ORCID

Affiliation:

1. Department of Civil Engineering, National Institute of Technology Rourkela, Rourkela, India

Publisher

Informa UK Limited

Subject

Fluid Flow and Transfer Processes,Water Science and Technology,Civil and Structural Engineering,Environmental Engineering

Reference68 articles.

1. Stage-discharge prediction for rivers in flood applying a depth-averaged model

2. Flow formulae for straight two-stage channels

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

4. 1-D modelling of conveyance, boundary shear and sediment transport in overbank flow

5. Bousmar, D. (2002). “Flow modelling in compound channels momentum transfer between main channel and prismatic or non-prismatic floodplains.” Ph.D. thesis, Univ. of Catholica Lovaniens, Belgium.

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