Effect of Clearwater Scour on the Flow Field at a Single Bendway Weir: Two-Dimensional Numerical Modeling Supported by Flume Data-Reference-Cited by-同舟云学术

Effect of Clearwater Scour on the Flow Field at a Single Bendway Weir: Two-Dimensional Numerical Modeling Supported by Flume Data

Published:2021-12 Issue:12 Volume:147 Page:04021055
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Garfield Mason¹,Ettema Robert²^ORCID

Affiliation:

1. Hydraulic Engineer, Ayres Associates, 3665 John F. Kennedy Parkway, Fort Collins, CO 80525.

2. Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001636

Reference25 articles.

1. Flow Structure at Different Stages in a Meander-Bend with Bendway Weirs

2. Two-Dimensional Numerical Modeling of Flow in Physical Models of Rock Vane and Bendway Weir Configurations

3. Biedenharn, D. S., C. M. Elliott, and C. C. Watson. 1997. The WES stream investigation and streambank stabilization handbook. Vicksburg, MS: USACE, Waterways Experiment Station.

4. Laboratory Study of Bendway Weirs as a Bank Erosion Countermeasure

5. Implementing streambank erosion control measures in meandering streams: design procedure enhanced with numerical modelling

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