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SIMILARITY LAW OF FLUCTUATING PRESSURE WITHIN HYDRAULIC JUMP AREA
引用本文:Zhang Sheng-ming,Yangtze River Scientific Research Institute,Wuhan Hubei 430010,P. R. China. SIMILARITY LAW OF FLUCTUATING PRESSURE WITHIN HYDRAULIC JUMP AREA[J]. 水动力学研究与进展(B辑), 1992, 0(2)
作者姓名:Zhang Sheng-ming  Yangtze River Scientific Research Institute  Wuhan Hubei 430010  P. R. China
作者单位:Zhang Sheng-ming,Yangtze River Scientific Research Institute,Wuhan Hubei 430010,P. R. China
摘    要:Through a series of model tests of five scales for 2-D free hydraulic jump, the da-ta of fluctuating pressure acting on the floor level within the hydraulic jump were obtained. Dur-ing the experiments, Froude number varied from 2.94 to 8.61, and Reynolds number rangedfrom 2×10~4 to 6×10~5. Experiment results indicate that the amplitude scale of fluctuating pres-sure is the length scale of model, i. e. P'=L, which agrees with gravity similarity law: Thefrequency scale of the fluctuating pressure is a unity i. e., f=1, which does not satisfy thegravity similarity law.


SIMILARITY LAW OF FLUCTUATING PRESSURE WITHIN HYDRAULIC JUMP AREA
Zhang Sheng-ming,Yangtze River Scientific Research Institute,Wuhan Hubei ,P. R. China. SIMILARITY LAW OF FLUCTUATING PRESSURE WITHIN HYDRAULIC JUMP AREA[J]. Journal of Hydrodynamics, 1992, 0(2)
Authors:Zhang Sheng-ming  Yangtze River Scientific Research Institute  Wuhan Hubei   P. R. China
Affiliation:Zhang Sheng-ming,Yangtze River Scientific Research Institute,Wuhan Hubei 430010,P. R. China
Abstract:
Keywords:similarity law  fluctuating pressure  hydraulic jump
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