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- W2013085409 abstract "A governing equations of the hydraulic transient process for the diversion system of hydropower plant were developed, and the combination computation of the hydraulic transient process are performed by using 1-D and 3-D model, that is, 1-D model is used for the transient calculation of the entire diversion system, and 3-D model for the surge chamber which is a key part of the diversion system. The computational results of the water level fluctuation in surge chamber by 1-D model are fit to the experimental results, and the deviations are less than 0.8%. The detail pressure contours and velocity fields in the surge chamber are simulated with the 3-D model, hence the pressure difference of the bottom board of the surge chamber can be obtained and it is important for the structure design of the surge chamber." @default.
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- W2013085409 date "2010-01-01" @default.
- W2013085409 modified "2023-09-26" @default.
- W2013085409 title "A New Computational Approach to Hydraulic Transient Process for Diversion System of Hydropower Station" @default.
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- W2013085409 doi "https://doi.org/10.1109/appeec.2010.5449338" @default.
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