淮安东船闸的闸位及平面布置研究
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Huai’an east ship lock position and planar layout
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    摘要:

    位于淮河入海水道的淮安东船闸周边河渠水道纵横,水利交通设施密布,建设运行环境极其复杂。船闸的闸位选址综合考虑通航条件、对淮河入海水道行洪的影响、对京杭运河通航的影响、对周边建筑物的影响、对外交通条件及征地拆迁情况,推荐船闸选址南侧闸位方案。在南侧闸位,综合考虑通航条件、通过能力、通航效率、对淮河入海水道行洪的影响、对防洪大堤的影响、施工条件、工程投资情况,推荐曲进直出平面布置方案。经船闸整体物理模型试验研究论证,推荐的船闸总体布置方案合理,上下游导航调顺段、停泊段的布置方案满足规范规定的通航水流条件要求,经优化布置上、下游侧隔流墙长度及透空率,采取对运东泄水闸前局部水域实施疏浚,淮河入海水道局部进行切滩行洪补偿工程措施后,可满足船闸自身通航水流条件要求。工程建设对苏北灌溉总渠泄洪、运东泄水闸运行、渡槽运行及运东电站发电不会产生不利影响,对淮河入海水道泄洪及地涵运行基本没有影响。

    Abstract:

    Huai’an east ship lock in the Huaihe River estuary waterway is surrounded by numerous waterways,water conservancy and transportation facilities,making the construction and operation environment extremely complex.According to the navigation conditions,impact on the flood discharge of the Huaihe River estuary,impact on the navigation of the Beijing-Hangzhou Canal,impact on surrounding buildings,external transportation conditions,and land acquisition and demolition situation,it is recommended to choose a scheme of the southern ship lock position.At the southern ship lock position,according to the navigation conditions,capacity,efficiency,impact on the flood discharge of the Huaihe River estuary,impact on the flood control embankment,construction conditions,and project investment,a curved in and straight out layout plan is recommended.After conducting overall physical model tests on the ship lock,it is demonstrated that overall layout plan is reasonable.Layout plans for upstream and downstream navigation adjustment sections and berthing sections meet requirements of navigation water flow conditions specified in the code.After optimizing the length and permeability of the upstream and downstream side flow barriers,dredging of the local water area in front of Yundong sluice gate is carried out,and compensation engineering measures are taken for the cut-off of floodwaters in the Huaihe River estuary,which can meet the requirements of the ship lock’s own navigation water flow conditions.The construction of the project will not have any adverse effects on the flood discharge of the main irrigation canal in northern Jiangsu Province,the operation of the Yundong sluice,the operation of the aqueduct,and the power generation of the Yundong power station.It will have little impact on the flood discharge of the Huaihe River estuary and the operation of the culvert.

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王勤振,董 霞,范红霞.淮安东船闸的闸位及平面布置研究[J].水运工程,2025(6):128-135.

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  • 在线发布日期: 2025-06-19
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