那吉枢纽库区航道整治效果分析
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Channel regulation effect for reservoir reach of Naji junction
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    摘要:

    根据那吉枢纽库区水位纵向分布和航道治理工程特征,建立了库尾河段数学模型。依据施工设计阶段、竣工验收阶段相关资料以及竣工3 a后治理河段实测地形资料,结合数学模型计算成果,对库区航道治理效果进行了分析。分析表明:施工位置与设计相符;竣工后航道水深、航宽、曲率半径等指标满足航道设计尺度要求;与设计施工地形相比,竣工3 a后,开挖位置未发生淤积现象,航行水域非开挖区河床高程低于航槽设计底高程。综合分析,工程整治效果达到航道设计目标。

    Abstract:

    Based on characteristics of longitudinal water level and channel regulation project in reservoir reach of Naji junction, this paper establishes the orthogonal curve two-dimensional current mathematical model for the reservoir tail reach, and analyzes the channel regulation effect for the reservoir reach according to materials of the design stage, acceptance stage and topography after 3 years of completion, as well as the calculation results by mathematical model. The analysis shows that construction site is consistent with the design; the channel dimension and curvature radius of the waterway conform to the design dimensions’ requirement; no siltation occurs 3 years after completion, and the elevation of the unexcavated area is lower than that of the excavated area. In a word, the channel regulation effect meets the design goal.

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刘 臣.那吉枢纽库区航道整治效果分析[J].水运工程,2012(11):151-155.

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  • 在线发布日期: 2012-11-20
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