首页 | 本学科首页   官方微博 | 高级检索  
     

威海船厂港域波高数值计算*
引用本文:吉星明,冯春明,董 胜. 威海船厂港域波高数值计算*[J]. 水运工程, 2012, 0(9): 80-83
作者姓名:吉星明  冯春明  董 胜
作者单位:1. 中交烟台环保疏浚有限公司,山东烟台,264000
2. 中国船舶燃料青岛有限公司,山东青岛,266011
3. 中国海洋大学工程学院,山东青岛,266100
基金项目:国家自然科学基金资助项目(50879085)
摘    要:应用能量平衡方程研究近岸随机波的传播变形是一种简单而实用的方法,其在海洋学以及海岸动力学中得到了广泛的应用。采用考虑绕射作用的能量平衡方程作为计算随机波浪传播变形的控制方程,以此建立的数学模型考虑了波浪的浅化、折射、绕射、反射和破碎。利用该模型对威海船厂港内随机波传播变形进行数值模拟,通过数值计算值与试验值的比较,发现在相同的考虑因素下两者是相当吻合的,说明模型在计算近岸随机波的传播变形时是实用而可靠的。

关 键 词:随机波  输入谱  绕射  能量平衡方程  数值模拟

Numerical calculation of wave height in harbor basin of Weihai dockyard
JI Xing-ming,FENG Chun-ming and DONG Sheng. Numerical calculation of wave height in harbor basin of Weihai dockyard[J]. Port & Waterway Engineering, 2012, 0(9): 80-83
Authors:JI Xing-ming  FENG Chun-ming  DONG Sheng
Affiliation:CCCC-TDC Yantai Enviromental Protection Dredging Co., Ltd., Yantai 264000, China;China Marine Bunker Qingdao Co., Ltd.,Qingdao 266011, China;Engineering Institute, Ocean University of China, Qingdao 266100, China
Abstract:It is a simple and practical method to research nearshore random waves propagation and transformation by the application of the energy balance equation. This method has been used in oceanography andcoastal dynamics widely. In this paper, the energy balance equation considering the diffraction effect is used as the control equation to calculate the random wave propagation and transformation. Based on the control equation, a numerical model is established considering comprehensive effects of wave shoaling, refraction, diffraction, reflection and breaking. The random wave propagation and transformation in the harbor basin of Weihai dockyard is simulated using this model. Example results show that the calculated values are in good agreement with the experimental values under the same considered cases. It indicates that the model is practical and reliable to stimulate the nearshore random wave propagation and transformation.
Keywords:random wave   input of spectrum   diffraction   energy balance equation   numerical simulation
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水运工程》浏览原始摘要信息
点击此处可从《水运工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号