| 注册
首页|期刊导航|人民长江|长江口南汇东滩水域水流挟沙力计算公式比选

长江口南汇东滩水域水流挟沙力计算公式比选

吴焱 陆秋荣 陈大可

人民长江Issue(9):11-14,4.
人民长江Issue(9):11-14,4.

长江口南汇东滩水域水流挟沙力计算公式比选

Selection and comparison of formulas for flow sediment-laden capacity in water zone of Nanhui East Shoal in Yangtze River Estuary

吴焱 1陆秋荣 1陈大可2

作者信息

  • 1. 上海勘测设计研究院,上海200434
  • 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 water zone of Nanhui East Shoal in Shanghai City is sited at the intersection of Yangtze River Estuary and Hang-zhou Bay. Influenced by comprehensive factors of runoff, tide flow and wave etc. , the calculation for flow sediment-laden ca-pacity in the water zone is complicated. In order to determine the flow sediment-laden capacity formula suitable for the water zone, we analyze and compare the common-used flow sediment-laden capacity formulas for estuary area and select the statisti-cal fitting method, Zhangruijin Formula and Dengjiaquan Formula for flow sediment-laden capacity to carry out analysis-fitting and verification of the suitability of the formulas in different tide periods by the measured data in the water zone. The analysis and verification result shows that Dengjiaquan Formula is more suitable for calculation of flow sediment-laden capacity in the water zone of Nanhui East Shoal.

关键词

水流挟沙力/统计拟合方法/张瑞瑾公式/邓家泉公式/南汇东滩水域/长江口

Key words

flow sediment-laden capacity/statistical fitting method/Zhangruijin Formula/Dengjiaquan Formula/water zone of Nanhui East Shoal/Yangtze River Estuary

分类

建筑与水利

引用本文复制引用

吴焱,陆秋荣,陈大可..长江口南汇东滩水域水流挟沙力计算公式比选[J].人民长江,2014,(9):11-14,4.

基金项目

上海市科学技术委员会项目(12231203100) (12231203100)

人民长江

OA北大核心

1001-4179

访问量0
|
下载量0
段落导航相关论文