Flow Resistance of Vegetated Weirlike Obstacles during High Water Stages-Reference-Cited by-同舟云学术

Flow Resistance of Vegetated Weirlike Obstacles during High Water Stages

Published:2013-03 Issue:3 Volume:139 Page:325-330
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ali Shahid¹,Uijttewaal Wim S. J.²

Affiliation:

1. Environmental Fluid Mechanics Section, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Postbox 5048, 2600 GA, Delft, the Netherlands (corresponding author).

2. Environmental Fluid Mechanics Section, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Postbox 5048, 2600 GA, Delft, the Netherlands.

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.1943-7900.0000671

Reference25 articles.

1. A FLOW EQUATION FOR SUBMERGED RECTANGULAR WEIRS.

2. Ali S. and Uijttewaal W. S. J. (2009). “Form drag due to vegetated weir-like obstacles interpreted as expansion loss.” Proc. of 33rd Int. Ass. Hydraul. Res. (IAHR) World Congress Vancouver Canada 139–146.

3. Ali S. and Uijttewaal W. S. J. (2010). “Flow resistance of vegetated weir-like obstacles during high water stages.” Proc. River Flow Bundesanstalt fur wasserbau Braunschweig Germany 293–299.

4. Flow resistance due to a single spur dike in an open channel

5. Expériences nouvelles sur l’ écoulement en deversoir (6e article);Bazin H.;Annales des ponts et Chaussées,1898

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