和畅洲汊道限流潜堤施工顺序研究*
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交通运输部科技项目(2014328J17170);国家自然科学基金项目(51579216,51309160)


Different construction sequences of current-limiting submerged breakwater in Hechangzhou waterway
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    摘要:

    和畅洲水道拟通过在北汊修建潜堤以改善南汊航道条件。拟建潜堤横跨河道深槽,水深流急导致深水区施工难度大。针对上游单条潜堤“先深后浅”“先浅后深”以及“逐步抬高”3种不同施工顺序方案的推进过程,通过三维水动力数学模型,计算分析各方案在不同阶段施工河段水流结构的变化情况。结果表明,在不明显提高施工区尤其是深水区施工难度的前提下,逐步抬高方案对周围尤其是近岸水动力环境的不利影响最小,可作为推荐方案。成果可为施工抛石等工序的质量控制提供参考。

    Abstract:

    Two submerged breakwaters are intended to be built in the north branch of Hechangzhou waterway to improve the navigation conditions in the south branch.The proposed submerged breakwaters located in the deep channel of the river which makes the construction of the deep water zone difficult.In this paper,focused on a single upstream submerged breakwater,three different construction sequence plans “deep to shallow”,“shallow to deep” and “gradually raise” are studied,and the hydrodynamic conditions of each scheme changes at different stages of construction process are simulated and analyzed,based on a three-dimensional hydrodynamic numerical model.The results show that:On the premise that the construction difficulty has not been improved obviously in the construction area,especially the deep water area construction,“gradual raise” scheme has minimal impacts on the surroundings,especially the nearshore hydrodynamic environment during the construction process,which can be regarded as the recommended scheme.The results can provide reference for the quality control of construction such as riprap process.

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胡 颖,马爱兴,曹民雄,等.和畅洲汊道限流潜堤施工顺序研究*[J].水运工程,2018(5):8-15.

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  • 在线发布日期: 2018-05-15
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