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SUN Linyun,PAN Junning,XING Fu,LIU Jiaju. 2004. A numerical model of coastline deformation for sandy beach at downstream of a jetty. Acta Oceanologica Sinica, (1):169-178
A numerical model of coastline deformation for sandy beach at downstream of a jetty
A numerical model of coastline deformation for sandy beach at downstream of a jetty
Received:November 03, 2003  Revised:February 08, 2004
DOI:
Key words:sandy beach  coastline procession  “one-line theory”  numerical model  wave simulation9
中文关键词:  sandy beach  coastline procession  “one-line theory”  numerical model  wave simulation9
基金项目:
Author NameAffiliationE-mail
SUN Linyun Harbour and River Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China linyunsun@sina.com 
PAN Junning Harbour and River Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China  
XING Fu First Design Institute of Navigation Engineering, Ministry of Communications, Tianjin 300222, China  
LIU Jiaju Harbour and River Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China  
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Abstract:
      A reformed numerical model based on the "one-line theory" for beach deformation is presented. In this model, the change of beach slope during coastline procession is eonsidered. A wave numerical model combined with wave refraction, diffraction and reflection is used to simulate wave climate to increase numerical accuracy. The results show that the numerical model has a good precision based on the adequate field data. The results can be applied to practical engineering.
中文摘要:
      A reformed numerical model based on the "one-line theory" for beach deformation is presented. In this model, the change of beach slope during coastline procession is eonsidered. A wave numerical model combined with wave refraction, diffraction and reflection is used to simulate wave climate to increase numerical accuracy. The results show that the numerical model has a good precision based on the adequate field data. The results can be applied to practical engineering.
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