Discussions and Closures
Nov 8, 2022

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

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Publication: Journal of Hydraulic Engineering
Volume 149, Issue 1
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Acknowledgments

This research is supported by the National Natural Science Foundation of China (Grant No. 51809079), the Joint Funds of the Zhejiang Provincial Natural Science Foundation of China (Grant Nos. LZJWZ22E090004 and LZJWZ22C030001), the China Scholarship Council, the Scientific research foundation of Zhejiang University of Water Resources and Electric Power (xky2022015), the Science and Technology Project of Zhejiang Water Resources Department (RB2022 and RB2119), and the Research Center for Digital Economy and Sustainable Development of Water Resources, Zhejiang University of Water Resources and Electric Power (xrj2022012).

References

Fiorotto, V., and A. Rinaldo. 1992. “Turbulent pressure fluctuations under hydraulic jumps.” J. Hydraul. Res. 30 (4): 499–520. https://doi.org/10.1080/00221689209498897.
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.
Novakoski, C. K., R. F. Hampe, E. Conterato, M. G. Marques, and E. D. Teixeira. 2017. “Longitudinal distribution of extreme pressures in a hydraulic jump downstream of a stepped spillway.” RBRH 22 (42): 8. https://doi.org/10.1590/2318-0331.0117160035.
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.
Stojnic, I., M. Pfister, J. Matos, and A. J. Schleiss. 2021. “Effect of 30-degree sloping smooth and stepped chute approach flow on the performance of a classical stilling basin.” J. Hydraul. Eng. 147 (2): 04020097. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001840.
Tian, J. N., Q. Zhao, and L. M. Fan. 2012. “Pressure characteristics in stilling basin of stepped spillways.” [In Chinese.] J. Hydroelectric Eng. 31 (4): 113–118.
Toso, J. W., and C. E. Bowers. 1988. “Extreme pressures in hydraulic-jump stilling basins.” J. Hydraul. Eng. 114 (8): 829–843. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:8(829).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 1January 2023

History

Received: Aug 16, 2021
Accepted: Jan 20, 2022
Published online: Nov 8, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 8, 2023

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Authors

Affiliations

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: https://orcid.org/0000-0002-5082-4345
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0003-1346-9046. Email: [email protected]
Shangtuo Qian
Associate Professor, College of Agricultural Science and Engineering, Hohai Univ., Nanjing 210098, China.
Chunmei Ding
Associate Professor, Zhejiang Institute of Water Resources and Ocean Engineering, Zhejiang Univ. of Water Resources and Electric Power, Hangzhou 310018, China.
Guoyong Pan
Senior Engineer, Fuyang Forest and Water Conservancy Hydropower Bureau, No. 471, Tiyu Rd., Fuyang District, Hangzhou 310000, China.

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