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不同沿岸输沙率计算公式对比分析

王宁舸 唐磊 孙波 辛文杰

水科学进展2024,Vol.35Issue(1):123-131,9.
水科学进展2024,Vol.35Issue(1):123-131,9.DOI:10.14042/j.cnki.32.1309.2024.01.011

不同沿岸输沙率计算公式对比分析

Comparison and analysis of different longshore sediment transport formulas

王宁舸 1唐磊 1孙波 1辛文杰1

作者信息

  • 1. 南京水利科学研究院,江苏南京 210029
  • 折叠

摘要

Abstract

The longshore sediment transport has been intensively investigated in the past nearly one hundred years and numerous formulas have been proposed to predict the longshore sediment transport rate.However,the accuracy and applicability of those formulas remain unknown.In this study,seven formulas that have been widely used are compared to find a formula with high accuracy and wide applicability.The observations of the prototype coast and the indoor wave pool testing data using both natural sand and light sand are collected,screened,and filtered.The seven formulas are applied to all the collected data,and the root mean square deviations(Srms)are computed.The results show that the CERC formula and Kamphuis formula are more suitable for on-site use.The Srms between the two formulas and the indoor testing data of the light sand is relatively high.The MH-Kamphuis formula and van Rijn formula generally underestimate the measured data.The Zhao Jinsheng formula and Bayram formula have relatively high Srms.The Sun Linyun formula turns out to have relatively high prediction accuracy.The Srms for the Sun Linyun formula is 36%-73%lower than other formulas.The Sun Linyun formula shows a higher overall agreement with the measurements of both natural and light sand,demonstrating its potential use in model similarity laws.

关键词

沿岸输沙率/计算公式/原型沙/轻质沙

Key words

longshore sediment transport rate/calculation formula/natural sand/light sand

分类

海洋科学

引用本文复制引用

王宁舸,唐磊,孙波,辛文杰..不同沿岸输沙率计算公式对比分析[J].水科学进展,2024,35(1):123-131,9.

基金项目

国家自然科学基金资助项目(52101310)The study is financially supported by the National Natural Science Foundation of China(No.52101310). (52101310)

水科学进展

OA北大核心CSTPCD

1001-6791

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