斜向和多向不规则波在斜坡堤上的平均越浪量的试验研究

李晓亮; 俞聿修; 赵凤亚; 鲁桂荣

斜向和多向不规则波在斜坡堤上的平均越浪量的试验研究

大连理工大学, 海岸与近海工程国家重点实验室, 辽宁, 大连, 116024

基金项目: 高等学校博士学科点专项科研基金资助项目(20030141002)

计量
- 文章访问数: 931
- HTML全文浏览量: 21
- PDF下载量: 1498
- 被引次数: 0
出版历程
- 收稿日期: 2006-03-28
- 修回日期: 2006-06-17

Experimental study on mean overtopping discharge of sloping seawall under oblique and multidirectional irregular waves

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China

摘要

摘要: 通过三维物理模型试验研究了在斜坡堤上斜向和多向不规则波在非破碎条件下的平均越浪量与波浪参数及堤参数的关系.着重考察了波浪以小角度(0°~30°)斜向入射时平均越浪量的变化情况,肯定了多向波的越浪量在这一范围内有所谓“小角度斜向增加”的现象,但否定了单向波也具有这一现象.在考察波浪的方向分布影响时发现波浪斜向入射时多向波的越浪量往往要比单向波的大.比较了已有的相关研究成果,给出了适用于混凝土护面和扭工字块体护面斜坡堤上斜向和多向不规则波的平均越浪量的估算公式.
- 平均越浪量 /
- 斜坡堤 /
- 相对堤顶高度 /
- 波向角 /
- 方向分布宽度
Abstract: On the basis of three-Odimensional physical model tests the relations among the wave overtopping of sloping breakwater under oblique and multidir ectional irregular nonbreaking waves and some influencing factors involved in an incident wave and breakwater were investigated.By paying special at tention to the effect of obliquity of incident wave on overtopping the phenomena so-Ocalled "increasing at small degrees of obliquity" have been found for the multidirectional waves but not for the unidirectional waves.It is found that the wave overtopping of multidirectional waves is larger than that of the unidirectional waves if the incident wave is oblique.After comparing the test results with existent for mulae, aformula suitable for estimating the overtopping of concrete and block armor sloping structures under oblique and multidirectional irregular waves is presented.
- mean overtopping discharge /
- sloping seawall /
- relativecrest freeboard /
- angle of wave attack /
- directional spreading

HTML全文

参考文献(11)

程永东,江洧.允许部分越浪海堤的断面设计[J].水利技术监督,2005,13(3):34-36.

JTJ213-98,海港水文规范[S].

FRANCO C,FRANCO L.Overtopping formulas for breakwaters with non-breaking 3D waves[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,1999,125(2):98-108.

van der MEER J W.Technical Report:Wave Run-up and Wave Overtopping at Dikes[R].Delft:Technical Committee on Flood Defence,2002.

JUHL J,SLOTH P.Wave overtopping of breakwaters under oblique waves[A].Proc 24th Int Conf on Coastal Eng[C].Kobe:ASCE,1994.1 182-1 196.

OWEN M W.Design of sea walls allowing for wave overtopping.Report EX 924[R].HR Wallingford:Hydraulics Research,United Kingdom.1980.

MENDEZ L,van der MEER J W,HAWKES P J.Effects of bi-mode waves on overtopping:application of UK and Dutch prediction methods[A].Proc 27th Int Conf on Coastal Eng[C].Sydney:ASCE,2000.2 114-2 129.

俞聿修.随机波浪及其工程应用[M].第3版.大连:大连理工大学出版社,2003.

俞聿修,魏德彬.不规则波越浪量的试验研究[J].海岸工程,1992,11(1):1-12.

王红,章家昌,周家宝.斜坡堤不规则波越浪量试验研究[J].水利水运科学研究,1996,3(3):58-63.

俞聿修,柳淑学,李黎.多向不规则波生成的数值方法[J].海洋学报,1992,14(4):143-149.

施引文献

资源附件(0)

访问统计