Improvement of Performance on Flow-Cutoff of Flap Valves Set in the Pressurized Tank of Pumping Station Based on Numerical Simulation

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Abstract:

Two small flap valves arranged in parallel for each pump were used as flow-cutoff device in certain large-scale axial flow pumping station where the pressurized tank was designed as outlet structure. The flap valves of side-set pump had the poorest performance on flow-cutoff in the pumping station. The flow field in the pressurized tank was shown based on numerical simulation in order to improve the flow-cutoff performance of flap valves. The standard k-ε turbulence model and momentum equations were solved in the SIMPLEC algorithm with the assumption that the free water surface remained flat as a stress-free plane of symmetry. The velocity distribution and free outflow were prescribed on inlet and outlet boundary respectively. Numerical simulation on the flow field in pressurized tank was done at three typical moments chosen in the basis of the flow variation in the process of shutdown of flap valves. The reason that two flap valves of side-set pump could not close simultaneously and the late closing flap valve had a huge force on the wall was analyzed based on the comparison of flow field for side-set pump and middle-set pump. The result from numerical simulation proves that the division pier with appropriate size which helps to improve the flow distribution uniformity is valid for the two flap valves of side-set pump to close simultaneously.

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86-90

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October 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] The State Standard of the People's Republic of China, Design code for pumping station (GB50265-2010), China Planning Press, (2011).

Google Scholar

[2] Liu Chao, Han Xu, Zhou Jiren et al. Numerical simulation of turbulent flow in forebay with side-intake of pumping station [J]. Drainage And Irrigation Machinery, 2009, 27(5): 281-286. (In Chinese).

Google Scholar

[3] Yu Yonghai, Xu Hui, Cheng Yongguang. Application of CFD method in prediction of relationship between discharge and differential pressure of inlet passage of bulb tubular pump[J]. Advances in Science and Technology of Water Resources , 2012, 32(3): 32-34. (In Chinese).

DOI: 10.1088/1755-1315/15/6/062018

Google Scholar

[4] Yu Yonghai, Qiu Chunguang, Cheng Bin. CFD numerical simulation on modification of flow pattern with flow deflector at fore-bay of pumping station [J]. Water Resources and Hydropower Engineering, 2006, 37(9): 41-43. (In Chinese).

Google Scholar

[5] Yu Yonghai, Cheng Bin. Analysis and optimization based on CFD numerical simulation on inlet flow pattern of lateral diversion and intake pumping station [J]. Water Resources and Hydropower Engineering, 2012, 43(2): 72-75. (In Chinese).

Google Scholar

[6] Gao Chuanchang, Liu Xinyang, Shi Liwen, et al. Numerical simulation for fluid meliorating in both forebay and suction bay of pumping station[J], Journal Of Drainage And Irrigation Machinery Engineering, 2010, 28(3): 242-246. (in Chinese).

Google Scholar

[7] Constantinescu GS, Patel VC. Numerical Model for Simulation of Pump-Intake Flow and Vortices[J]. Journal of Hydraulic Engineering, ASCE, 1998, 124(2): 123-134.

DOI: 10.1061/(asce)0733-9429(1998)124:2(123)

Google Scholar

[8] Wang Fujun, Li Yaojun, Wang Wen'e et al. Consideration to several problems in the application of CFD to pump [J]. Drainage And Irrigation Machinery, 2005, 23(5): 1-10. (In Chinese).

Google Scholar