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基于多元线性回归方法的水流挟沙力公式建立与验证

董德信 李瑞杰 陈波

广西科学2011,Vol.18Issue(1):83-87,5.
广西科学2011,Vol.18Issue(1):83-87,5.

基于多元线性回归方法的水流挟沙力公式建立与验证

Establishment and Validation of the Sediment Carrying Capacity Formula Based on Multiple Linear Regression Method

董德信 1李瑞杰 2陈波1

作者信息

  • 1. 广西科学院,广西南宁,530007
  • 2. 河海大学海岸灾害及防护教育部重点实验室,江苏南京,210098
  • 折叠

摘要

Abstract

Based on the multiple linear regression analysis method, the different sediment carrying capacity formulas, which contain different combination circumstances of hydraulic factor and sediment factor,are set up with 2549 groups of flume sediment data. 2850 groups of natural river sediment data are used to verify the functions. It proves that the velocity is the most important factor, but the sediment factor can not be ignored. Meanwhile, the paper discusses the pros and cons of hydraulic gradient in studying sediment carrying capacity, and analyzes the simplified form of the sediment carrying capacity formula, also points out the characteristics and advantages of the formula that contain different impact factors. It provides a reference for calculating sediment carrying capacity in engineering practice.

关键词

挟沙力/水流强度/流速/泥沙/水力坡度

Key words

sediment carrying capacity/ flow intensity/ velocity/sediment/ hydraulic gradient

分类

天文与地球科学

引用本文复制引用

董德信,李瑞杰,陈波..基于多元线性回归方法的水流挟沙力公式建立与验证[J].广西科学,2011,18(1):83-87,5.

基金项目

国家自然科学基金,产生北仑河口东向侵蚀的动力因子的研究(批准号:40766001)项目资助. (批准号:40766001)

广西科学

OACSTPCD

1005-9164

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