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首页> 外文期刊>Journal of hydraulic research >Flume experiments on baffle-posts for retarding open channel flow
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Flume experiments on baffle-posts for retarding open channel flow

机译:挡板柱上的水槽实验用于抑制明渠流动

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摘要

Presented are the results of flume experiments on the flow-retarding performance of baffle-post structures in openwater flow. Such structures consist of one to two parallel rows of unsubmerged posts that retard an approach flow, reducing flow velocity, increasing flow depth, and altering lateral distribution of flow. The results relate headloss and flow depth increase at the structure to lateral and streamwise variations in post spacing, post diameter, and approach flow conditions, and represent average velocities of flow through the structure. For given approach flows, the flow-retarding performance of baffle-post structures is shown to be much more sensitive to lateral spacing of posts and approach flow Froude number, than to streamwise spacing (for double row structures) and approach-flow depth relative to post diameter. Estimates are given for the percentage increase in water depth that baffle posts will produce. This information informs the design of baffle-post structures and evaluation of the backwater effect.
机译:提出的水槽实验结果表明,在开放水流中,导流板结构的滞流性能。这种结构由一到两排平行的未浸入水柱组成,这些水柱会延迟进场​​流量,降低流速,增加流量深度并改变流量的横向分布。结果将结构上的水头损失和水深增加与柱间距,柱直径和进场流动条件的横向和沿流方向变化联系起来,并代表通过结构的平均流速。对于给定的进场流量,挡板柱结构的滞流性能显示出对立柱的侧向间距和进场流动弗洛德数更敏感,而不是相对于流向间距(对于双排结构)和进场流动深度相对于柱直径。估计了挡板将产生的水深增加的百分比。该信息为挡板柱结构的设计和回水效果的评估提供了信息。

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