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近岸海域近底泥沙通量计算方法分析及应用

柯杰 陶爱峰 李瑞杰 李春辉 董啸天

人民长江Issue(1):78-82,5.
人民长江Issue(1):78-82,5.DOI:10.16232/j.cnki.1001-4179.2015.01.020

近岸海域近底泥沙通量计算方法分析及应用

Analysis and application of computational methods of coastal near-bed sediment flux

柯杰 1陶爱峰 2李瑞杰 1李春辉 2董啸天1

作者信息

  • 1. 河海大学 海岸灾害及防护教育部重点实验室,江苏 南京210098
  • 2. 河海大学 港口海岸与近海工程学院,江苏 南京210098
  • 折叠

摘要

Abstract

The near-bed sediment flux is the key to near-shore sediment movement and seabed evolution prediction. The commonly used calculation methods include sediment carrying capacity method and shear stress method. The paper listed several computational formulas for near-bed sediment flux calculation, and preliminary verified the unity of the two methods in the for-mula form through mathematical deduction. Combined with the mathematical model of Zhoushan Islands silty sea area and Jiangsu costal muddy sea area, the near-bed sediment flux was calculated by using the two methods and the unity of the two methods in practical application was demonstrated.

关键词

近底泥沙通量/挟沙力/切应力/数值验证

Key words

near-bed sediment flux/sediment carrying capacity/shear stress/numerical verification

分类

建筑与水利

引用本文复制引用

柯杰,陶爱峰,李瑞杰,李春辉,董啸天..近岸海域近底泥沙通量计算方法分析及应用[J].人民长江,2015,(1):78-82,5.

基金项目

国家自然科学基金项目资助(41276017) (41276017)

人民长江

OA北大核心

1001-4179

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