期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering
A COMPARISON OF THE PERFORMANCE OF THREE MATHEMATICAL MODELS OF WAVE DISTURBANCE IN HARBOUR APPROACHES
Jane V. Smallman1  Nigel P. Tozer1 
[1] Ports and Harbours Section, Maritime Engineering Department, Hydraulics Research
关键词: harbor;    mathematical model;    model comparison;   
DOI  :  10.9753/icce.v22.%p
学科分类:建筑学
来源: Coastal Engineering Research Council
PDF
【 摘 要 】

In many design studies for coastal harbours mathematical models are used to define wave conditions in the vicinity of their entrance. There is a wide variety of models available for this purpose, each with their own characteristics. This paper compares the performance of three models which are in use for this type of study. The advantages and drawbacks of each of the models is considered by comparison with results from a physical model of a typical harbour approach bathymetry.

【 授权许可】

Unknown   

【 预 览 】
附件列表
Files Size Format View
RO201912020440318ZK.pdf 197KB PDF download
  文献评价指标  
  下载次数:3次 浏览次数:5次