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砂质海岸突堤式建筑物下游岸线变形数学模型
引用本文:孙林云,潘军宁,邢复,刘家驹.砂质海岸突堤式建筑物下游岸线变形数学模型[J].海洋学报,2001,23(5):121-129.
作者姓名:孙林云  潘军宁  邢复  刘家驹
作者单位:1.南京水利科学研究院, 江苏, 南京, 210024
摘    要:提出了一种改进的砂质海岸岸滩演变的“一线理论”数学模型.该模型中考虑了岸滩演变过程中岸滩坡度变化的影响,并采用波浪折射、绕射和反射联合计算数学模型模拟掩护区的波浪场,提高了波浪计算的精度.实例计算表明,在验证资料比较充分的条件下,该数学模型计算结果的可靠度较高,可供实际工程规划和设计时参考使用.

关 键 词:砂质海岸    岸线演变    一线理论    数学模型    波浪模拟
文章编号:0253-4193(2001)05-0121-09
收稿时间:2001/3/10 0:00:00
修稿时间:2001年3月10日

Numerical modelling of coastline deformation for sandy beach at downstream of a jetty
SUN Lin-yun,PAN Jun-ning,XING Fu and LIU Jia-ju.Numerical modelling of coastline deformation for sandy beach at downstream of a jetty[J].Acta Oceanologica Sinica (in Chinese),2001,23(5):121-129.
Authors:SUN Lin-yun  PAN Jun-ning  XING Fu and LIU Jia-ju
Institution:1.Nanjing Hydraulic Research Institute, Nanjing 210024, China2.First Design Institute of Navigation Engineering of Ministry of Communications, Tianjing 300022, China
Abstract:A reformed numerical model based on one line theory for beach deformation is presented. In this model, the change of slope of beach during beach procession is considered. A wave numerical model combined with wave refraction, diffraction and reflection is used to simulate wave climate to increase the numerical accuracy. The results show that the numerical model has a good precision based on enough field data. The results can be applied to real engineering.
Keywords:sandy coast  coastline procession  one  line theory  numerical model  wave simulation
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