Velocity Distribution and Energy Dissipation along Stepped Chutes Lined with Wedge-Shaped Concrete Blocks-Reference-Cited by-同舟云学术

Velocity Distribution and Energy Dissipation along Stepped Chutes Lined with Wedge-Shaped Concrete Blocks

Published:2011-04 Issue:4 Volume:137 Page:423-431
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Relvas António T.¹²,Pinheiro António N.¹²

Affiliation:

1. Civil Engineering, Instituto Superior Técnico (IST), Technical Univ. of Lisbon, Portugal; and ENGECONSULT, Consultores Técnicos Ltda, Rua Xavier Marques, 94, Aflitos, Recife, CEP 52050-230, Brazil.

2. Associate Professor, Dept. of Civil Engineering, Instituto Superior Técnico, Technical Univ. of Lisbon, IST, SHRHA, Av. Rovisco Pais, 1049-001 Lisboa, Portugal (corresponding author).

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.1943-7900.0000318

Reference24 articles.

1. André S. (2004). “High velocity aerated flow on stepped chutes with macro-roughness elements.” Ph.D. thesis EPFL Lausanne Switzerland.

2. Precast concrete blocks for dam spillways;Baker R.;Int. Water Power Dam Constr.,1989

3. Baker R. (1994). “Brushes Clough wedge block spillway.” Progress Rep. No. 3. CIRIA London.

4. Baker R. Pravdivets Y. and Hewlett H. (1994). “Design considerations for the use of wedge-shaped precast concrete blocks for dam spillways.” Proc. Inst. Civ. Eng. Water Marit. Energy 106(12) 317–323.

5. Two-Phase Flow Characteristics of Stepped Spillways

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