Study on purification effect of river ammonia nitrogen and optimization of layout parameters in the combination of ecological spur dikes and deep pool shoals: Experiments and MIKE21

IF 1.7 4区 环境科学与生态学 Q4 ENVIRONMENTAL SCIENCES River Research and Applications Pub Date : 2024-01-30 DOI:10.1002/rra.4246
Qihang Wang, Songmin Li, Xiaoling Wang, Yitian Chen, Yazhi Zheng, Guangyao Dong
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Abstract

The construction of ecological spur dikes and deep pool shoals can increase the diversity of water flow structures while also hastening the transport and transformation of pollutants. However, current research has paid little attention to the effects of the arrangement parameters on water purification capacity when the ecological spur dikes and deep pool shoals are combined. In this study, we investigated the purification capacity of ammonia nitrogen using the combination of spur dikes and deep pool shoals through laboratory flume experiments and numerical simulation. The laboratory flume experiments revealed that the combination of staggered spur dikes and the opposite side deep pool shoals provided the most effective purification. Secondly, in order to obtain the optimal arrangement parameters for the combination of ecological spur dikes and deep pool shoals more easily, the numerical model based on MIKE21 was validated using experimental results and applied to Section 2 of the Shiqiao River in Nanling County, Wuhu City, Anhui Province. The numerical simulation showed that the length of the spur dikes had the greatest impact on the purification effect, followed by the spacing of the spur dikes and the width of the deep pool shoals, the angle of the spur dikes, the spacing of the deep pool shoals, and the length of the deep pool shoals had the least effect. The optimal parameters for the combination of spur dikes and deep pool shoals are as follows: spur dike parameters: 60°(angle), 10 m(length), 17 m(spacing); deep pool shoal parameters: 60 m(length), 10 m(width), and 210 m(spacing).
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生态支堤与深潭滩涂相结合的河流氨氮净化效果及布局参数优化研究:实验与 MIKE21
生态支堤和深潭滩涂的建设可以增加水流结构的多样性,同时也能加速污染物的迁移和转化。然而,目前的研究很少关注生态支堤和深潭滩涂组合时,布置参数对水体净化能力的影响。在本研究中,我们通过实验室水槽实验和数值模拟,研究了支堤与深潭滩涂相结合对氨氮的净化能力。实验室水槽实验结果表明,交错的支堤和对侧深潭滩涂的组合净化效果最好。其次,为了更容易地获得生态支埂和深潭滩涂组合的最佳布置参数,基于 MIKE21 的数值模型通过实验结果进行了验证,并应用于安徽省芜湖市南陵县石桥河 2 段。数值模拟结果表明,支堤长度对净化效果的影响最大,其次是支堤间距和深潭滩涂宽度,支堤角度、深潭滩涂间距和深潭滩涂长度的影响最小。支堤和深潭浅滩组合的最佳参数如下:支堤参数:60°(角度),10 米(长度),17 米(间距);深潭浅滩参数:60米(长)、10米(宽)、210米(间距)。
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来源期刊
River Research and Applications
River Research and Applications 环境科学-环境科学
CiteScore
4.60
自引率
9.10%
发文量
158
审稿时长
6 months
期刊介绍: River Research and Applications , previously published as Regulated Rivers: Research and Management (1987-2001), is an international journal dedicated to the promotion of basic and applied scientific research on rivers. The journal publishes original scientific and technical papers on biological, ecological, geomorphological, hydrological, engineering and geographical aspects related to rivers in both the developed and developing world. Papers showing how basic studies and new science can be of use in applied problems associated with river management, regulation and restoration are encouraged as is interdisciplinary research concerned directly or indirectly with river management problems.
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