明渠侧向取水水动力与污染物输移扩散特性
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(1.河海大学流域水循环与水安全全国重点实验室;2.河海大学水利部水循环与水动力系统重点实验室;3.河海大学水科学研究院;4.华南理工大学海洋科学与工程学院;5.中国水利水电科学研究院水力学研究所;6.广东省水利水电科学研究院 )

作者简介:

贺蔚(1991—),男,教授,博士,主要从事工程水力学研究。E-mail:hewei@hhu.edu.cn

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基金项目:

国家重点研发计划项目(2024YFC3214600);国家自然科学基金项目(52522905,52509119,52379061);江苏省自然科学基金项目(BK20230099)


Hydrodynamic and pollutant transport-diffusion characteristics of lateral water intake in open channels
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(1.StateKey Laboratory of Water Cycle and Water Security, Hohai University; 2.KeyLaboratory of Hydrologiccycle and Hydrodynamic System of Ministry of Water Resources, Hohai University; 3.Instituteof Water Science and Technology, Hohai University; 4.School of Marine Science and Engineering, South China University of Technology; 5.Instituteof Hydraulics, China Institute of Water Resources and Hydropower Research; 6.Guangdong Research Institute of Water Resources and Hydropower)

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    摘要:

    为进一步研究污染物在侧向取水情况下的输移扩散特性,以南方某典型侧向取水工程为例,构建了三维水动力污染物输移扩散模型,分析了不同垂向与横向位置污染物释放对水质的影响。结果表明:整体上表层湍动能小于底层,但回流区范围内表层湍动能大于底层,且取水口附近表层分流宽度约为底层的0.53倍;不同垂向释放位置下,取水口污染物质量浓度分布分别呈“矮胖型”(表层释放)和“高瘦型”(中层和底层释放),与表层释放工况相比,底层释放时取水口污染物峰值质量浓度增加37.5%,污染物到达时间延迟111.1%、影响时长缩短19.0%;不同横向释放位置下,1.3倍分流宽度内均会影响取水,其中0.6倍分流宽度处污染物峰值质量浓度最高,近取水口的二次流削弱了污染物峰值质量浓度,并延迟了到达时间;渠底抬高会延长污染物影响时长,而渠底降低会缩短污染物影响时长;为应对突发水污染,表层污染事件发生时建议减少或暂停表层取水,底层污染事件发生前,应提前预留备用水源或制定跨渠调度方案,并在上游1.3倍分流宽度内布设多个监测断面,构建多维预警体系。

    Abstract:

    To further investigate the transport-diffusion characteristics of pollutants under the condition of lateral water intake, a typical lateral water intake project in southern China was selected as the study case. A three-dimensional hydrodynamic-pollutant transport-diffusion model was established. Then, the impacts of pollutant releases at different vertical and transverse positions on water quality were systematically analyzed. The results showed that, overall, the turbulent kinetic energy at the surface layer was less than that at the bottom layer, but within the recirculation zone, the turbulent kinetic energy at the surface layer was greater than that at the bottom layer. The surface layer diversion width near the water intake was approximately 0.53 times that of the bottom layer. For sudden water pollution events caused by pollutant releases at different vertical positions, the pollutant mass concentration distributions at the water intake exhibited a broad and low-peaked pattern

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贺蔚,许铭辉,赵文龙,等.明渠侧向取水水动力与污染物输移扩散特性[J].水资源保护,2026,42(5):260-268.(He Wei, Xu Minghui, Zhao Wenlong, et al. Hydrodynamic and pollutant transport-diffusion characteristics of lateral water intake in open channels[J]. Water Resources Protection,2026,42(5):260-268.(in Chinese))

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  • 在线发布日期: 2026-10-27
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