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首页> 外文期刊>Journal of irrigation and drainage engineering >Free-Surface Profiles, Velocity and Pressure Distributions on a Broad-Crested Weir: A Physical Study
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Free-Surface Profiles, Velocity and Pressure Distributions on a Broad-Crested Weir: A Physical Study

机译:宽顶堰上的自由表面轮廓,速度和压力分布:物理研究

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摘要

Basic experiments were conducted on a large-size broad-crested weir with a rounded corner. Detailed free-surface, velocity, and pressure measurements were performed for a range of flow conditions. The results showed the rapid flow distribution at the upstream end of the weir and next to the weir brink at large flow rates. The flow properties above the crest were analyzed taking into account the nonuniform velocity and nonhydrostatic pressure distributions. Introducing some velocity and pressure correction coefficients, it is shown that critical flow conditions were achieved above the weir crest for 0.1 < x/L_(crest )< 1. The velocity measurements highlighted a developing boundary layer. The data differed from the smooth turbulent boundary layer theory, although the present results were consistent with earlier studies. On average, the boundary stress was approximately τ_o/(ρ × g × H_1) 0.0015-0.0025.
机译:在具有圆角的大型宽顶堰上进行了基础实验。针对一系列流动条件进行了详细的自由表面,速度和压力测量。结果表明,在大流速下,堰上游端和堰边缘附近的流量迅速分布。考虑到非均匀速度和非静水压力分布,分析了波峰上方的流动特性。通过引入一些速度和压力校正系数,可以看出,在堰顶上方达到了0.1

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