IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
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You are here : eLibrary : IAHR World Congress Proceedings : 34th Congress - Brisbane (2011) : THEME 4: Responding to Shifting Water Resources : Hydraulic characteristics of flows in stepped spillway tunnel with curved shape
Hydraulic characteristics of flows in stepped spillway tunnel with curved shape
Author : Zhang Jian-min 1, Chen Jian-gang 2, Lei Gang, Yu Fei, Liu Lu
Negative hydraulic effects exist in routine stepped spillway tunnels, such as water-wing phenomena, flow outreaching the tunnel surface, et al. Stepped spillway with curved shape can effectively improve the flow pattern, enhance the flow aeration, and increase the effect of energy dissipation. In this paper, hydraulic characteristics of flows in a stepped spillway tunnel were investigated in experiments, whereas, the Mixture Realizable k-ε model was used to simulate the aeration flows. The calculated results are in good agreement with the experimental data. The study shows that pressure distribution on the inclined surface of steps which is in connecting section is similar to that on the horizontal surface of steps in the fully-developed flow region. The testing results of air concentration show that air concentration near the bottom and sidewall is about 10%, which is sufficient to mitigate cavitation damage.
File Size : 1,174,337 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 34th Congress - Brisbane (2011)
Article : THEME 4: Responding to Shifting Water Resources
Date Published : 01/07/2011
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