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Analytical and Experimental Investigations of Dam-Break Flows in Triangular Channels with Wet-Bed Conditions

机译:湿床条件三角形通道中坝断线的分析与实验研究

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摘要

Based on the method of characteristics, in this study an analytical solution for one-dimensional shallow-water equations is developed to simulate the instantaneous dam-break flows propagating down a triangular wet-bed channel. The internal relationships between the hydraulic properties associated with dam-break flow are investigated through comparisons with well-known analytical solutions for rectangular channels. Meanwhile, laboratory experiments are conducted in a prismatic, horizontal, and smooth flume with a triangular cross section. Nonintrusive digital image processing is applied to obtain water surface profiles and stage hydrographs. Results show that the dam-break flow propagation depends on the dimensionless parameter hd*, defined as the ratio of initial tailwater depth over the reservoir head. hd* has a significant effect on the dam-break wave in the downstream flooded area. For hd*= 0.4, the water surface profiles in the reservoir for different hd* at a given time remain similar. For hd*= 0.5, extra negative waves occur in the reservoir, leading to water surface undulations. Undular bores are generated at the dam site and propagate downstream. The time evolution of dam-break flows under three different reservoir heads is similar for the same hd*. The inception of water surface profile change is earlier when the reservoir head is larger. The analytical model shows satisfactory agreement with the experimental results, though some errors exist between the analytical solution and measurements due to the formation of extra negative waves, a jet, and undular bores. The similarities and discrepancies between the hydraulics in the triangular and rectangular channels are identified analytically in terms of the profiles of water depth, velocity, discharge, bore height, and wave-front celerity with hd*. The presented solution could be applied to predict the effect of wet-bed conditions on the dam-break wave in triangular channels, while laboratory measurement data could be used for validating analytical and numerical models.
机译:基于特性的方法,在本研究中,开发了一种用于一维浅水方程的分析解决方法以模拟传播在三角湿床通道上的瞬时坝断线流。通过对矩形通道的众所周知的分析解的比较来研究与坝断流相关的液压特性之间的内部关系。同时,实验室实验在具有三角形横截面的棱柱形,水平和光滑的水下进行。施加非识别数字图像处理以获得水表面型材和阶段的文档。结果表明,坝断流传播取决于无量纲参数高清*,定义为储存头上的初始尾水深度比率。 HD *对下游洪水区的坝体波浪具有显着影响。对于HD * <= 0.4,在给定时间的不同HD *的水库中的水表面轮廓保持相似。对于HD *> = 0.5,储存器发生额外的负波,导致水面起伏。在坝部位产生非孔并在下游传播。三个不同的储层头下的坝断线流量的时间演变类似于同一HD *。当储存器头更大时,水面轮廓的成立更早。分析模型与实验结果表现出令人满意的协议,尽管分析解决方案和测量之间存在一些误差,因为形成额外的负波,喷射和向外孔。在水深,速度,放电,钻孔高度和波浪前圆锥形的曲线方面,分析三角形和矩形通道之间的液压和矩形通道之间的相似性和差异。呈现的解决方案可以应用于预测湿床条件对三角形通道中的坝断波的影响,而实验室测量数据可用于验证分析和数值模型。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2020年第10期|04020070.1-04020070.14|共14页
  • 作者单位

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Univ Bradford Fac Engn & Informat Bradford BD7 1DP W Yorkshire England;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

    Sichuan Univ State Key Lab Hydraul & Mt River Engn Chengdu 610065 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Dam-break wave; Triangular channel; Wet bed; Analytical solution; Digital image processing;

    机译:坝断波;三角通道;湿床;分析解决方案;数字图像处理;

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