Energy Dissipation of a Type III Basin under Design and Adverse Conditions for Stepped and Smooth Spillways-Reference-Cited by-同舟云学术

Energy Dissipation of a Type III Basin under Design and Adverse Conditions for Stepped and Smooth Spillways

Published:2018-07 Issue:7 Volume:144 Page:04018036
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Valero D.¹,Bung D. B.²,Crookston B. M.³^ORCID

Affiliation:

1. Research Assistant, Hydraulic Engineering Section, Dept. of Civil Engineering, FH Aachen Univ. of Applied Sciences, Bayernallee 9, 52066 Aachen, Germany; Ph.D. Candidate, Research Group of Hydraulics in Environmental and Civil Engineering, Univ. of Liege, Chemin des Chevreuils 1, Bat B52/3 +1, Liège, Belgium.

2. Professor, Hydraulic Engineering Section, Dept. of Civil Engineering, FH Aachen Univ. of Applied Sciences, Bayernallee 9, 52066 Aachen, Germany.

3. Senior Engineer, Schnabel Engineering, 1380 Wilmington Pike, Suite 100, West Chester, PA 19382 (corresponding author). ORCID: .

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.1943-7900.0001482

Reference56 articles.

1. Characterization of the Nonaerated Flow Region in a Stepped Spillway by PIV

2. Developing Flow Region and Pressure Fluctuations on Steeply Sloping Stepped Spillways

3. Bauer W. J. 1951. “The development of the turbulent boundary layer on steep slopes.” Ph.D. thesis Univ. of Iowa.

4. Performance assessment of OpenFOAM and FLOW-3D in the numerical modeling of a low Reynolds number hydraulic jump

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