梯形通道中移动液压跃变的实验建立

Q3 Engineering Open Civil Engineering Journal Pub Date : 2023-04-01 DOI:10.28991/cej-2023-09-04-08
N. K. Al-Bedyry, M. Kadim, Saman H. Hussein, Z. Al-khafaji, Fatimah N. Al-Husseinawi
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引用次数: 0

摘要

这项研究是作为一个初步的实验室研究,以实现一个移动的水力跳跃与控制排放。由于伊朗境内Karun河和Karkheh河的水进口不足,导致了盐潮的出现,这是该研究的最初部分,严重影响了巴士拉市和阿拉伯河周围的农业用地的环境现实,如阿拉伯河地区和Siba果园。作为拟议解决方案的一部分,创建了一个移动的水力跳跃,将盐舌推入波斯湾;结果很有希望。移动的水力跃迁是不稳定的超临界和亚临界流型的一个很好的例子,被认为是通道内不稳定流动的一个特殊情况。关于这种特殊流动类型的实验发表的并不多,并且这种流动状态的定量模拟具有一定的内在复杂性。为了评估梯形水槽中移动的水力跃变的水力性能,为此工作建立了一个实验装置。在水槽的上游边缘安装了一个闸门,以提供一个不稳定的超临界流动状态,沿着通道的可移动水力跳跃,以及闸门上游的时间水级,以适应各种下游端边界情况。根据记录的数据估计了几个流量因素,包括能量扬程、压力扬程和流动深度。该研究发现了排量和位移液压跳跃变量之间的联系。利用相对稳定的动量和能量公式,建立了简单、不依赖于时间的公式,准确预测了不稳定混合流亚临界区域的压头。结果表明,将流量变化作为边界情景,可以利用与时间无关的相关性准确预测移动的水力跃变系数。Doi: 10.28991/CEJ-2023-09-04-08全文:PDF
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Experimental Establishing of Moving Hydraulic Jump in a Trapezoidal Channel
This research was prepared as a preliminary laboratory study to achieve a moving hydraulic jump with controlled discharges. It is an initial part of the study that is being prepared to treat the salt tide occurring in the Shatt al-Arab due to the lack of water imports that were coming from the Karun and Karkheh rivers from Iranian territory, as this scarcity caused a salt tide that affected significantly the environmental reality of the city of Basra and the agricultural lands surrounding the Shatt al-Arab, such as the Shatt al-Arab district and the Siba orchards. As part of the proposed solutions, a moving hydraulic jump is created that pushes the salt tongue into the Persian Gulf; the results were promising. A moving hydraulic leap is a good example of unstable super- and sub-critical flow regimes and is regarded as a specific case of unsteady flow in a channel. There aren't many published experiments on this particular flow type, and the quantitative simulation of such a flow state has some inherent complexity. An experimental setup was created for this work in order to assess the hydraulic performance of a moving hydraulic jump in a trapezoidal flume. A sluice gate was installed at the flume's upstream edge to provide an unstable supercritical flow regime, movable hydraulic jumps along the channel, and temporal water stages at the gate's upstream side for the various downstream end boundary situations. Several flow factors, including energy head, pressure head, and flow depth, were estimated from the recorded data. The study found connections between discharge and shifting hydraulic jump variables. By employing relatively stable momentum and energy formulas, simple and time-independent formulas were developed that accurately predicted the pressure head in the subcritical region of an unstable mixed flow. As a result, the moving hydraulic jump factor can be correctly predicted using time-independent correlations by using the discharge variation as a boundary scenario. Doi: 10.28991/CEJ-2023-09-04-08 Full Text: PDF
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来源期刊
Open Civil Engineering Journal
Open Civil Engineering Journal Engineering-Civil and Structural Engineering
CiteScore
1.90
自引率
0.00%
发文量
17
期刊介绍: The Open Civil Engineering Journal is an Open Access online journal which publishes research, reviews/mini-reviews, letter articles and guest edited single topic issues in all areas of civil engineering. The Open Civil Engineering Journal, a peer-reviewed journal, is an important and reliable source of current information on developments in civil engineering. The topics covered in the journal include (but not limited to) concrete structures, construction materials, structural mechanics, soil mechanics, foundation engineering, offshore geotechnics, water resources, hydraulics, horology, coastal engineering, river engineering, ocean modeling, fluid-solid-structure interactions, offshore engineering, marine structures, constructional management and other civil engineering relevant areas.
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