淮安水利枢纽通航渡槽船舶航行三维数模分析
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Three-dimensional mathematical model analysis of ship navigation in the navigable aqueduct of Huai’an Water Control Project
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    摘要:

    淮安水利枢纽二期工程需要增建渡槽,与一期渡槽形成长距离通航渡槽后可能对通航条件造成影响。针对这一问题,建立了三维数学模型,选择最不利船型组合情况下的两种工况,模拟分析二期渡槽建设前后的渡槽通航条件,即上下行船舶对开工况、是否布置消能格栅工况。得出结论:1)在不布置消能格栅的情况下二期渡槽建成后波高增加约20%,在增加消能格栅后波高降低至7%;2)横流在0.05~0.20 m/s、弗汝德数远小于1、船首偏角在0.64°~1.74°,与现状运行情况变化不大;3)一、二期组成的长渡槽通航条件良好,不会对船舶航行造成不良影响。

    Abstract:

    The second phase of the Huai’an Water Control Project needs to build an additional aqueduct,which may affect the navigation conditions after forming a long-distance navigation aqueduct with the first phase aqueduct. Aiming at the problem,a three-dimensional mathematical model is established,and the navigation conditions of the aqueduct before and after the construction of the second phase aqueduct are simulated and analyzed by selecting two operating conditions under the most unfavorable combination of ship types. They are the operating conditions of the upstream and downstream ships in the opposite direction,and the energy dissipating grid is arranged or not.Conclusions are drawn:1)The wave height after the completion of the second-stage aqueduct is increased by about 20% without the energy dissipating grid,and the wave height is reduced to 7% after the energy dissipating grid is added. 2)The cross flow is at 0.05~0.20 m/s,and the Froude number is far less than 1. The bow deflection angle is 0.64°~1.74°. They have little change from the current operating conditions. 3)The long aqueduct composed of the first and second phases has good navigation conditions and will not cause adverse effects on the navigation of the ship.

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江 涛,王立锋,于忠涛,等.淮安水利枢纽通航渡槽船舶航行三维数模分析[J].水运工程,2022(1):125-130.

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  • 在线发布日期: 2022-01-04
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