大水位变幅水库回水变动区码头通航水流条件研究
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Study on navigable flow conditions of wharf in backwater fluctuation area of reservoir with large stage fluctuation
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    摘要:

    针对大水位变幅影响下的水库变动回水区码头前沿通航水流条件问题,以在建的白鹤滩水电站坝址下游白石滩翻坝码头为例,通过二维水动力数值模拟研究方法,对大水位变幅水位进行分级,开展白石滩翻坝码头通航水流条件的影响研究,得出码头最高通航流量与分级水位呈线性的关系:码头前沿水位越高通航水流条件越好,当码头河段水位≥585 m时,在各级流量下码头前沿通航水域水流条件均满足船舶安全停靠和通航的要求,说明码头按照建成后在较高水位期间运行的设计方案是可行的。

    Abstract:

    For the navigable water flow conditions at the front of the wharf in the backwater area of the reservoir under the influence of large stage fluctuations,we take Baishitan wharf being built in downstream of the Baihetan Hydropower Station as an example to study the navigable flow conditions of the Baishitan wharf by grading the water levels for the large stage fluctuation and adopting the method of two-dimensional hydrodynamic numerical simulation. As a result,the linear relationship between the highest navigable flow of the wharf and the graded water level is obtained:the higher the water level in the front of the wharf,the better the navigable flow conditions. When the water level of the wharf reaches 585 m or more,the water flow conditions at all discharges of the navigable water area in the front of the wharf meet the requirements for safe docking and navigation of ships. The results indicate that the design plan of the wharf to operate during the higher water level after completion is feasible.

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叶成华,朱本飞,王云莉,等.大水位变幅水库回水变动区码头通航水流条件研究[J].水运工程,2021(7):39-45.

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  • 在线发布日期: 2021-07-07
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