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宿连航道穿越新沂河段整治方案与效果模型试验研究

马翔宇 范红霞 王东英 胡鹏 瞿鑫栋

泥沙研究2026,Vol.51Issue(3):56-62,7.
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泥沙研究2026,Vol.51Issue(3):56-62,7.DOI:10.16239/j.cnki.0468-155x.2026.03.008

宿连航道穿越新沂河段整治方案与效果模型试验研究

Physical modeling study on the regulation plan and effect in the Suqian-Lianyungang Waterway crossing the Xinyi River

马翔宇 1范红霞 2王东英 1胡鹏 2瞿鑫栋2

作者信息

  • 1. 宿迁市港航事业发展中心,江苏宿迁 223834
  • 2. 南京水利科学研究院水灾害防御全国重点实验室,江苏南京 210029
  • 折叠

摘要

Abstract

The Suqian-Lianyungang Waterway,a vital component of Jiangsu Province's trunk waterway net-work which is planned as Class Ⅱ,traverses the Xinyi River over a long distance.During flood seasons,con-centrated crossflows in the Xinyi River over the planned navigation channel create strong transverse currents,significantly restricting navigation duration and safety.Based on field hydrological and topographic measure-ments,a comprehensive physical model was established with plane scale 1∶200 and vertical scale 1∶80.To address the challenging flow dispersion at the confluence zone under maximum navigable discharge condition(2710 m3/s),with the target of maintaining transverse velocities below 0.5 m/s within the channel,the regula-tion measures of expansion dredging,channel widening,sluice gate expansion and flow guidance were pro-posed.After comparative analysis,a 25° expansion angle was proven to be optimal for flow dispersion and re-duction of transverse current,thus forming the comprehensive regulation scheme.Using properly scaled sedi-ment,sedimentation tests demonstrated that water rapidly crosses the expanded zone and navigation channel experiences minimal sediment redeposition under typical annual flow-sediment conditions.During hydrological-ly unfavorable years,targeted maintenance dredging can adequately preserve both the regulation effectiveness and requisite navigation depths.

关键词

宿连航道/最大通航流量/物理模型试验/整治方案/整治效果

Key words

Suqian-Lianyungang Waterway/maximum navigable discharge/physical model experiments/regula-tion scheme/regulation effectiveness

分类

交通工程

引用本文复制引用

马翔宇,范红霞,王东英,胡鹏,瞿鑫栋..宿连航道穿越新沂河段整治方案与效果模型试验研究[J].泥沙研究,2026,51(3):56-62,7.

基金项目

南京水利科学研究院基金项目(Y225008) (Y225008)

泥沙研究

0468-155X

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