孔板布置对大坝上游输沙影响的三维数值研究

IF 3.5 3区 工程技术
Zhuo Cheng, Xin-hua Lu, Rui Wang
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引用次数: 0

摘要

在大坝上设置多个孔,通常用于泄洪和排沙。不同的孔洞布置方式可能导致近坝库区的标量输沙过程不同。采用三维数值模拟方法,对理想矩形坝区附近的水流输沙进行了模拟,重点研究了相同流量和浓度条件下,孔板布置对标量输沙的影响。研究发现,不同的孔口布置方式会使坝旁库区的浓度分布和坝址的输运通量发生较大的变化。发现近坝库区孔口布置对标量和含沙量分布的影响大致限制在离坝\((15-20)\sqrt{\sum{A}}\)范围内,其中ΣA为大坝上所有开孔面积的总和。在相同的进水流量和浓度条件下,在稳定状态下,对于标量输运,坝址输运通量可能与孔板布置无关;而对于考虑沉降效应的输沙,除孔口质心高程足够高外,单孔口输沙通量一般较大。这项工作可以为水库调节提供指导,例如,向水库下游排放更多的泥沙或调整大坝附近的局部泥沙分布。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3-D numerical study on the influence of orifice arrangement on sediment transport upstream of a dam

Multiple orifices set on a dam are commonly used for flood discharge and sediment removal. Different arrangements of orifices may lead to different scalar or sediment transport process in the near dam reservoir region. 3-D numerical simulations are implemented to simulate flow and sediment transport near an idealized rectangular dam region with a focus on the influence of orifice arrangement on scalar and sediment transport under a same flow discharge and concentration condition. It is found that the concentration distribution in the near dam reservoir region and the transport flux at the dam-site may change dramatically due to different arrangements of orifices. The effect of orifice arrangement on scalar and sediment concentration distribution in the near dam reservoir region is found to be limited roughly within a range of \((15-20)\sqrt{\sum{A}}\) away from the dam where ΣA is the total area of all opened orifices on a dam. Under the same inlet water flow and concentration condition and at a steady state, for scalar transport, the transport flux at the dam-site may be independent of orifice arrangement; while for sediment transport with considering the settling effect, the transport flux is generally larger in cases with one orifice except when the orifice centroid elevation is sufficiently high. This work may provide guidance for reservoir regulation, e.g., to discharge more sediment downstream a reservoir or adjust local sedimentation distribution near the dam.

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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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