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长江口工程群对上游水动力影响及累加效应研究 被引量:1

Study on influence and cumulative effect of the Yangtze River Estuary engineering group on upstream hydrodynamic
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摘要 以长江口大型工程群为研究对象,采用CJK3D-WEM二维潮流数学模型,研究工程群对水动力的影响及累加效应。结果表明,长江口1998—2016年间实施的北槽深水航道治理工程、南北港分流工程及南汇边滩和横沙东滩促淤圈围等大型工程群后,徐六泾河段涨潮量降低约10%,潮差降低约6%,涨急流速降低约9%,落急流速降低约4%,北槽分流比由60%减小至40%左右。工程群的逐步实施对上游河段水动力变化有较明显的累加效应,其中北槽深水航道治理工程对上游影响程度最大,约占50%,其一期工程所占比例较大;其次为南汇边滩圈围工程;横沙东滩促淤圈围工程影响程度最小。 Taking the large-scale engineering group in the Yangtze River Estuary as the research object,we apply the CJK3D-WEM two-dimensional tidal current mathematical model to study the influence and cumulative effect of engineering group on the hydrodynamic pattern.The results show that after the implementation of large-scale engineering group such as the north passage deepwater channel regulation project,the diversion project of the north and south channel in the Yangtze River Estuary,siltation promoting circle of Nanhui beach and Hengsha east beach from 1998 to 2016,the flood tide volume,tidal range,the maximum velocity in high tide and ebb tide of Xuliujing reach have been reduced by about 10%,6%,9%and 4%respectively,and the diversion ratio of the north passage has been reduced from 60%to about 40%.The gradual implementation of the engineering group has obvious cumulative effect on the hydrodynamic changes of the upper reaches.Among many projects,the north passage deepwater channel regulation project has the greatest impact on the upper reaches,accounting for about 50%,where the first phase of the project accounts for a large proportion.The Nanhui beach encircling project has a greater impact on the upstream,and the Hengsha east beach siltation promoting and encircling project has the least impact.
作者 白一冰 路川藤 丁伟 张功瑾 BAI Yi-bing;LU Chuan-teng;DING Wei;ZHANG Gong-jin(River Harbor Engineering Department,Nanjing Hydraulic Research Institute,Nanjing 210029,China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute,Nanjing 210029,China)
出处 《水运工程》 北大核心 2022年第2期1-7,共7页 Port & Waterway Engineering
关键词 长江口 CJK3D-WEM模型 工程群 累加效应 the Yangtze River Estuary CJK3D-WEM model engineering group cumulative effect
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