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威海湾岸滩整治工程冲淤趋势
引用本文:张伟,吴建政,朱龙海,岳娜娜.威海湾岸滩整治工程冲淤趋势[J].海洋湖沼通报,2009(2).
作者姓名:张伟  吴建政  朱龙海  岳娜娜
作者单位:中国海洋大学,海洋地球科学学院,山东,青岛,266100
摘    要:应用ECOMSED数值模型模拟了威海湾岸滩整治工程引起的岸滩冲淤环境的改变,引用静态平衡岬湾海岸理论分析工程建成后岸线的稳定性,优化了原有方案,进而模拟优化方案建成后海域的冲淤趋势,结果表明,工程的建设改善了岸滩的冲淤环境,整治效果良好.

关 键 词:数值模拟  静态平衡  岬湾海岸  冲淤

THE EROSION AND DEPOSITION TREND FOR THE SAND BEACH REGULATION PROJECTS IN THE SOUTH AREA OF WEIHAI BAY
ZHANG Wei,WU Jianzheng,ZHU Longhai,YUE Nana.THE EROSION AND DEPOSITION TREND FOR THE SAND BEACH REGULATION PROJECTS IN THE SOUTH AREA OF WEIHAI BAY[J].Transaction of Oceanology and Limnology,2009(2).
Authors:ZHANG Wei  WU Jianzheng  ZHU Longhai  YUE Nana
Institution:College of Marine Geosciences;Ocean University of China;Qingdao 266100;China
Abstract:In this paper,ECOMSED numerical simulation is used to simulate environmental changes of beach erosion and deposition,which caused by beach regulation projects in Weihai Bay.Static equilibrium theory of headland-bay is still used to analyze the stability of the coast after the projects completed and optimized original plan.Then the erosion and deposition trend of the beach with the optimized projects and surrounding areas was simulated.It is showed that the erosion and deposition environment is improved,and ...
Keywords:numerical simulations  static equilibrium  headland-bay beach  erosion and deposition  
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