院报 ›› 2024, Vol. 41 ›› Issue (4): 89-94.DOI: 10.11988/ckyyb.20221444

• 水力学 • 上一篇    下一篇

一种新型双曲弧面海堤护坡结构的防浪消能效果

周晔凯1,2, 秦鹏1,2, 李杰成2, 匡义3, 田蕾2, 吴仕琪2, 徐欣悦2   

  1. 1.浙江省农村水利水电资源配置与调控关键技术重点实验室,杭州 310018;
    2.浙江水利水电学院 水利与环境工程学院,杭州 310018;
    3.杭州市富阳区水利水电工程质量安全服务保障中心,杭州 311400
  • 收稿日期:2022-10-27 修回日期:2023-04-17 出版日期:2024-04-01 发布日期:2024-04-11
  • 通讯作者: 秦 鹏(1984-),男,河北沧州人,副教授,博士,主要从事新型水工建筑物设计与结构优化的研究。E-mail:qp021625@163.com
  • 作者简介:周晔凯(2001-),男,浙江金华人,助理工程师,主要从事水利水电工程设计工作。E-mail: 1015523873@qq.com
  • 基金资助:
    国家级大学生创新训练计划基金项目(202111841005,202211481050);浙江省自然科学基金项目(LTGG24E090001);浙江省水利厅科研基金项目(RC2101,RB2218);浙江省农村水利水电资源配置与调控关键技术重点实验室开放基金项目(ZJWEU-RWM-202104)

Wave Prevention and Energy Dissipation Effect of a New Type of Seawall Revetment Structure with Hyperbolic Arc Surface

ZHOU Ye-kai1,2, QIN Peng1,2, LI Jie-cheng2, KUANG Yi3, TIAN Lei2, WU Shi-qi2, XU Xin-yue2   

  1. 1. Key Laboratory for Technology in Rural Water Management of Zhejiang Province,Hangzhou 310018,China;
    2. College of Hydraulic and Environmental Engineering, Zhejiang University of Water Resources and Electric Power, Hangzhou 310018, China;
    3. Water Conservancy and Hydropower Engineering Quality Safety Center of Fuyang District of Hangzhou City, Hangzhou 311400, China
  • Received:2022-10-27 Revised:2023-04-17 Online:2024-04-01 Published:2024-04-11

摘要: 研发新型海堤护坡结构对守护人民生命安全、提高海堤工程稳定性具有重要意义。针对钱塘江河口潮流强劲,而传统海堤护面光滑,难以对强大冲击浪进行有效缓冲的工程问题,设计研发了一种具有双曲弧面结构的海堤护坡结构,采用室内水力试验和数值模拟等手段对其防浪效果、压强分布特征进行分析。研究结果表明,新型海堤护面结构通过有效引导、改变冲击浪的流向及流态,既能起到较好的消能作用,又能增强钱塘江大潮的观景效果,为复杂水流条件下海堤护坡结构设计提供了新的工程思路。

关键词: 双曲弧面, 海堤护坡, 室内水力试验, 数值模拟, 消能防浪

Abstract: Developing new types of seawall revetment holds significant importance in safeguarding lives and enhancing the stability of seawall projects. To address the challenge of ineffective buffering of strong shock waves caused by the swift current in the Qiantang River estuary and the smooth surface of traditional seawalls, we have devised a seawall revetment structure with hyperbolic arc surface. Through indoor hydraulic testing and numerical simulation, we examined the wave dissipation effect and pressure distribution characteristics of the structure. Findings demonstrate that the new seawall revetment structure not only improves energy dissipation by guiding and altering the pattern and direction of impact wave flow, but also enhances the aesthetic appeal of the Qiantang River tide. This approach presents a novel engineering concept for designing seawall revetment structures in complex water flow conditions.

Key words: hyperbolic arc surface, seawall revetment, indoor hydraulic test, numerical simulation, energy dissipation and wave prevention

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