Discussion of “Types I, II, III, and IV Stilling Basin Performance for Stepped Chutes Applied to Embankment Dams” by Sherry L. Hunt and Kem C. Kadavy

Author:

Zhou Yu1ORCID,Wu Jianhua2ORCID,Qian Shangtuo3,Ding Chunmei4,Pan Guoyong5

Affiliation:

1. Associate Professor, Key Laboratory for Technology in Rural Water Management of Zhejiang Province, Zhejiang Univ. of Water Resources and Electric Power, Hangzhou 310018, China. ORCID:

2. Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. Associate Professor, College of Agricultural Science and Engineering, Hohai Univ., Nanjing 210098, China.

4. Associate Professor, Zhejiang Institute of Water Resources and Ocean Engineering, Zhejiang Univ. of Water Resources and Electric Power, Hangzhou 310018, China.

5. Senior Engineer, Fuyang Forest and Water Conservancy Hydropower Bureau, No. 471, Tiyu Rd., Fuyang District, Hangzhou 310000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference7 articles.

1. Turbulent pressure fluctuations under hydraulic jumps

2. Meireles I. J. Matos and J. Falcão Del Melo. 2005. “Pressure head and residual energy in skimming flow on steeply sloping stepped spillways.” In Proc. 31st IAHR Congress. Seoul Korea: International Association of Hydro-Environment Engineering and Research.

3. Longitudinal distribution of extreme pressures in a hydraulic jump downstream of a stepped spillway;Novakoski C. K.;RBRH,2017

4. Stojnic I. M. Pfister J. Matos and A. Schleiss. 2020. “Bottom pressure characteristics in a stilling basin downstream of a stepped spillway for two different chute slopes.” In Proc. 8th IAHR Int. Symp. on Hydraulic Structures. Santiago Chile: International Association of Hydro-Environment Engineering and Research.

5. Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin

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