PRESSURE FLUCTUATIONS BENEATH SPATIAL HYDRAULIC JUMPS
PRESSURE FLUCTUATIONS BENEATH SPATIAL HYDRAULIC JUMPS作者机构:College of Water Conservancy and Hydropower Engineering Hohai University Nanjing 210098 China Shanghai Academy of Environmental Sciences Shanghai 200233 China
出 版 物:《Journal of Hydrodynamics》 (水动力学研究与进展B辑(英文版))
年 卷 期:2006年第18卷第6期
页 面:723-726页
核心收录:
学科分类:080103[工学-流体力学] 08[工学] 080104[工学-工程力学] 081502[工学-水力学及河流动力学] 0815[工学-水利工程] 0801[工学-力学(可授工学、理学学位)]
基 金:Project supported by the National Natural Science Foundation of China(Grant No: 30490235)
主 题:spatial hydraulic jumps pressure fluctuation,stochastic analysis frequency amplitude
摘 要:This article deals with statistical analysis of pressure fluctuations at the bottom of spatial hydraulic jumps with abrupt lateral expansions. The effects of the channel expansion ratio and inflow condition on the power spectral and dominant frequency were examined. Pressure data were recorded for different Froude numbers ranging from 3.52 to 6.86 and channel expansion ratios ranging from 1.5 to 3.0. A sampling frequency of 100 Hz was selected. The measurements were conducted in the bed of a glass-walled laboratory flume by means of pressure transducers and data acquisition systems. Power spectra as well as dominant frequency and some other statistical characteristics of fluctuating pressure beneath hydraulic jumps were obtained. Test results were compared with those of classical jump, which indicates that the peak frequencies and intensity coefficients of pressure fluctuations are higher than those of the corresponding classical jumps.