[1]陈韬霄,郑国诞,邵杰,等.台风过程下复式海堤越浪量计算方法研究[J].浙江水利科技,2019,(06):018-21.[doi:10.13641/j.cnki.33-1162/tv.2019.06.004]
 Chen Tao-Xiao,Zheng Guo-Dan,Shao Jie,et al.Research on the Calculation Method of Overtopping of Duplex Sloping Seawall during Typhoon[J].Zhejiang Hydrotechnics,2019,(06):018-21.[doi:10.13641/j.cnki.33-1162/tv.2019.06.004]
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台风过程下复式海堤越浪量计算方法研究
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《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2019年06期
页码:
018-21
栏目:
出版日期:
2019-11-25

文章信息/Info

Title:
Research on the Calculation Method of Overtopping of Duplex Sloping Seawall during Typhoon
作者:
陈韬霄12 郑国诞12 邵杰12 胡金春12 陈刚12 董伟良12
1 浙江省水利河口研究院, 浙江 杭州 310020;
2 浙江省河口海岸重点实验室, 浙江 杭州 310020
Author(s):
Chen Tao-Xiao12 Zheng Guo-Dan12 Shao Jie12 Hu Jin-Chun12 Chen Gang12 Dong Wei-Liang12
1 Zhejiang Institute of Hydraulics & Estuary, Hangzhou 310020, Zhejiang, China;
2 Zhejiang Provincial Key Laboratory of Estuary and Coast, Hangzhou 310020, Zhejiang, China
关键词:
台风复式斜坡式海堤越浪量
Keywords:
typhoonduplex sloping seawallovertopping
分类号:
TV139
DOI:
10.13641/j.cnki.33-1162/tv.2019.06.004
摘要:
海堤越浪量是衡量海堤防浪有效性和堤后安全性的一个重要指标。台风过程下海堤越浪将影响海堤的结构安全和堤后人民的生命财产安全。以浙江省温台地区复式斜坡式海堤结构为研究对象,采用物理模型试验对台风浪过程下海堤的越浪量进行测定,通过分析试验数据,探讨现行常用经验公式的适用性,对现行常用公式进行修正,得到一种计算台风过程下复式海堤越浪量的公式。对台风过程下复式海堤越浪量的评估具有重要意义,为台汛期间的高效避灾提供科学依据。
Abstract:
The overtopping is an important index to measure the effectiveness and safety of the seawall. During typhoon, the crossing waves will affect the seawall structural safety and the safety of people’s life and property behind the seawall. Taking Zhejiang province Wen-Tai duplex sloping seawall structure as the research object, this paper uses the physical model test to measure the overtopping of the seawall. By analyzing the test data, it discusses the applicability of the current empirical formulas, to modify them and get a duplex sloping calculation formula during the typhoon process. It is of great significance to evaluate the overtopping of duplex sloping seawall during typhoon and it can provide scientific basis for efficient disaster prevention during typhoon season.

参考文献/References:

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[2] M.W.Owen. Design of seawalls allowing for overtopping[R].England:Rep.EX924, Hydraulics Research Wallingford, 1980.
[3] M.W.Owen. Overtopping of Sea Defences[C]//H.S.STEPHENS,C.A.STAPLETON. Proceeding of Intl.Conference on HydraulicModelling of Civil Engineering. Coventry:BHRA Structures, 1982:469-480.
[4] M.W.Owen, Steele. Effectiveness of recurved wave return wall[R].SR261, Hydraulics Research Wallingford, 1991.
[5] 章家昌,周家宝,王红.越浪量模型试验研究报告[R].南京:南京水利科学研究院, 1992.
[6] 王红,周家宝,章家昌.越浪量模型试验研究报告:补充内容的条文和说明[R].南京:南京水利科学研究院, 1995.
[7] 中华人民共和国交通运输部.港口与航道水文规范:JTS 145-2015[S].北京:中华人民共和国交通运输部, 2015.
[8] 陈国平.波浪爬高及越浪量研究[D].南京:河海大学, 2010.
[9] 邵杰.复式海堤越浪机制及防浪结构型式研究[R].杭州:浙江省水利河口研究院, 2018.

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备注/Memo

备注/Memo:
收稿日期:2019-07-24。
基金项目:浙江省重点研发计划项目(2015C03003);浙江省科技计划项目(2016IM020100-4);浙江省水利河口研究院院长基金(水工A17003)。
作者简介:陈韬霄(1989-),女,工程师,硕士,主要从事河口海岸工程研究。
更新日期/Last Update: 1900-01-01