Opening Configuration Design Effects on Pooled Stepped Chutes

Author:

Morovati Khosro1ORCID,Homer Christopher2,Tian Fuqiang3,Hu Hongchang4

Affiliation:

1. Ph.D. Candidate, Dept. of Hydraulic Engineering, Tsinghua Univ., Haidian District, Beijing 100084, China (corresponding author). ORCID: .

2. M.Sc. Graduate, Water Safety Research Group, School of Environment Engineering, Tsinghua Univ., Haidian District, Beijing 100084, China.

3. Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Haidian District, Beijing 100084, China.

4. Research Assistant, Dept. of Hydraulic Engineering, Tsinghua Univ., Haidian District, Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference30 articles.

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

2. Bombardelli F. A. 2012. “Computational multi-phase fluid dynamics to address flows past hydraulic structures.” In Proc. 4th IAHR Int. Symp. on Hydraulic Structures 9–11. Porto Portugal: Associação Portuguesa dos Recursos Hídricos.

3. Bombardelli F. A. M. H. García and M. E. Caisley. 2000. “2-D and 3-D numerical simulation of abrupt transitions in open-channel flows: Application to the design of canoe chutes.” In Proc. 4th Int. Conf. on Hydroinformatics IAHR. Iowa City IA: International Association for Hydro-Environment.

4. Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of steep stepped spillways

5. Turbulence characteristics in skimming flows on stepped spillways

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