首页|NUMERICAL STUDY OF WATER LEVEL FLUCTUATION IN BULL-HORN SURGE CHAMBER IN PIPE SYSTEM DURING WATERHAMMER
NUMERICAL STUDY OF WATER LEVEL FLUCTUATION IN BULL-HORN SURGE CHAMBER IN PIPE SYSTEM DURING WATERHAMMER
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The method of characteristics was adopted to analyze water level fluctuation existing in Bull-Horn surge chamber in reservoir-valve pipe system during waterhammer caused by valve closure operation. The Finite Difference Method (FDM) based on the method of characteristics was used to solve numerically the nonlinear two-parameter characteristic equations governing waterhammer. The finite fixed mesh was applied to obtaining the discrete form of the governing equations and discrete flow-field. The temporal trends of the y-directional flow, water level, velocity of water level and head difference for different heights of water in surge chamber, diameters of cylinder, cutting angles of surge chamber, lengths of horizontal cylinder and lengths of inclined cylinder were obtained under the condition that the air in surge chamber is compressible. The conclusions on water level fluctuation in Bull-Horn surge chamber were given based on the analyses of the obtained transient numerical results. These conclusions can play a guiding role in designing pipe system and executing surge suppression.
water level fluctuationBull-Horn surge chamberwaterhammervalve closurepipe systemnumerical computation
You Zhen-jiang、Zhou Zexuan、Tan Soon Keat
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Department of Mechanics, Zhejiang University, Hangzhou, 310027, China
School of Civil and Structural Engineering, Nanyang Technological University, 639798, Singapore
NETL
NSTL
万方数据
维普
