长江科学院院报 ›› 2023, Vol. 40 ›› Issue (8): 10-15.DOI: 10.11988/ckyyb.20220383

• 河湖保护与治理 • 上一篇    下一篇

河流挟沙浓度对沉管基槽内回淤厚度的影响

冯先导1,2,3,4, 韩鹏鹏1, 仇正中1, 王聪2,3,4   

  1. 1.中交第二航务工程局有限公司,武汉 430040;
    2.长大桥梁建设施工技术交通行业重点实验室,武汉 430040;
    3.交通运输行业交通基础设施智能制造技术研发中心,武汉 430040;
    4.中交公路长大桥建设国家工程研究中心有限公司,武汉 430040
  • 修回日期:2022-06-06 出版日期:2023-08-01 发布日期:2023-08-09
  • 通讯作者: 韩鹏鹏(1992-),男,河南新乡人,工程师,硕士,研究方向为流场分布与泥沙运动。E-mail:1075281996@qq.com
  • 作者简介:冯先导(1984-),男,河南三门峡人,高级工程师,硕士,主要从事沉管建造与施工工作。E-mail:283218530@qq.com

Influence of Sediment Concentration on Silting Thickness in Immersed Tube Base Groove

FENG Xian-dao1,2,3,4 , HAN Peng-peng1, QIU Zheng-zhong1, WANG Cong2,3,4   

  1. 1. CCCC Second Harbor Engineering Company Ltd., Wuhan 430040, China;
    2. Key Laboratory of Large-span Bridge Construction Technology, Wuhan 430040, China;
    3. Research and Development Center of Intelligent Manufacturing Technologies of Transport Infrastructure, Wuhan 430040, China;
    4. CCCC Highway Large-span Bridge Construction National Engineering Research Center Co., Ltd., Wuhan 430040
  • Revised:2022-06-06 Published:2023-08-01 Online:2023-08-09

摘要: 在内河中修建沉管基槽后,水流经过基槽时,泥沙会在基槽内部形成淤积。为研究基槽内回淤厚度分布规律,依托襄阳沉管隧道项目,采用观测分析与数值模拟相结合的方法,得到短期沉管基槽内不同位置回淤厚度,探析沉管下放前后对回淤厚度的影响。研究表明:在基槽垂线方向上,泥沙浓度随着水深增加而增加;水流经过基槽时,流速减弱造成挟沙能力下降,回淤主要集中在基槽前坡和基槽内,在基槽后坡回淤厚度较小。在安装沉管后,基槽过流面积减小,在沉管底部回淤厚度比顶部回淤厚度要大。研究成果揭示了河流中挟沙水流在基槽内回淤厚度分布规律,可为相似工程提供借鉴。

关键词: 回淤厚度, 泥沙浓度, 沉管基槽, 冲淤地形, 流场分布

Abstract: Following the construction of immersed tube base groove in inland river, the flow of water through the groove leads to the deposition of silt within it. To obtain the distribution of silting thickness in tube base groove, this paper focuses on the Xiangyang immersed tube tunnel project. By combining observation with numerical simulation, we obtain the silting thickness of the base groove at different positions, and examine the influence of sediment concentration in the river on the silting thickness in tube base groove. Results demonstrate that sediment concentration in the direction vertical to the groove increases as the water depth increases. As water flows through the groove, the reduced flow velocity results in a decreased sediment carrying capacity. Consequently, the silting is mainly concentrated in the front slope and the base groove, whereas the thickness of silting is minimal in the back slope of the groove. After the installation of immersed tube, the flow area of the groove decreases, leading to a larger silting thickness at the bottom of the immersed tube compared to the top.

Key words: silting thickness, sediment concentration, immersed tube base groove, scour and siltation terrain, flow field distribution

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