长江下游支流入江段水文河势特征与治理对策研究

    Study on hydrological and river regime characteristics of downstream Wanhe River entering Changjiang River section and control countermeasures

    • 摘要: 皖河为长江安徽段最大支流,其入江段受上游来流与长江顶托的双重作用,河势复杂多变。针对皖河下游入江段特殊的水文情势,系统开展皖河与长江干流水位-流量关系研究,分析了近期水旱灾害情景;从河道平面形态、滩槽冲淤变化以及长江交汇口河道纵横向变化等方面,系统分析了皖河下游入江段的演变特征;通过建立二维水动力数学模型,研究了洪灾、旱灾形势下皖河下游入江段水流特性。结果表明:安庆站水位在10.40 m以上时,长江干流水位是影响皖河下游水位的主导因素,而安庆站水位低于10.40 m时,上游来流量成为影响皖河下游水位的主要因素;2008年以来皖河八里湖至入江口段河槽小幅冲刷,大面积滩地淤积,平均淤积厚度为1~2 m,局部厚度可达3~4 m,河段滩地总淤积量约0.58亿m3;枯水时皖河入江口江水倒灌,洪水受长江顶托和左右岸密集建筑物的约束,入江口存在低流速回流区域,导致回流区泥沙易落淤以及洪水宣泄不畅。在此基础上,研判该河段防洪抗旱、航运发展、水资源利用等方面的治理需求,提出了新建控制性水利枢纽、提高堤防等级以及开展航道疏浚工程等治理对策,以提高皖河流域航运与水旱灾害防御能力。

       

      Abstract: The Wanhe River is the largest tributary to Changjiang River Anhui Province section.Its estuary section is affected by both the upstream inflow and the backwater of the Changjiang River, so the river regime is complex and changeable.In view of the special hydrological situation of the section, the water level-flow relationship between the Wanhe River and the Changjiang River was systematically studied, and the recent flood and drought disaster scenarios were analyzed.The evolution characteristics of this section were systematically analyzed from the aspects of river plane shape, erosion and deposition variation of beaches and channels, vertical and horizontal variation of the confluence waters.By establishing a two-dimensional hydrodynamic mathematical model, the flow characteristics of this section under flood and drought conditions were also studied.The results show that when the water level of Anqing Station is above 10.40 m, the water level of the Yangtze River is the dominant factor affecting the water level of the Wanhe River estuary section.While the water level of Anqing Station is lower than 10.40 m, the upstream inflow becomes the major affecting factor.Since 2008, the channel from Balihu to the estuary of the Wanhe River has been slightly scoured, and a large area of beach has been silted up, with average siltation thickness of 1~2 m and up to 3~4 m in local areas, and the total siltation of the beach is about 58 million m3.During the low flow periods, the water from the Wanhe River tributary into the Changjiang River estuary is poured backward.While during the flood periods, constrained by the backwater effect of the Changjiang River and the dense buildings on the left and right banks, there is a low-velocity recirculation zone in the estuary, which leads to sediment deposition in the recirculation zone and poor flood discharge ability.On this basis, the regulation needs of flood control and drought resistance, shipping development and water resources utilization in this river section are studied and argued.The regulation countermeasures such as building new water conservancy projects, improving dike grade and carrying out channel dredging are put forward to improve the shipping and flood-drought disaster prevention ability of Wanhe River Basin.

       

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