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引江济巢段自流引江概率分布分析

金昕 何婧

江淮水利科技Issue(5):31-35,5.
江淮水利科技Issue(5):31-35,5.DOI:10.20011/j.cnki.JHWR.202505007

引江济巢段自流引江概率分布分析

Probability distribution analysis of gravity-driven water diversion in the Yangtze River to Chaohu Lake section

金昕 1何婧1

作者信息

  • 1. 安徽省水利水电勘测设计研究总院股份有限公司,安徽 合肥 230088
  • 折叠

摘要

Abstract

The Yangtze River to Chaohu Lake section is the starting section of the Yangtze to Huaihe Water Diversion project.It adopted a dual-line water diversion scheme via the Caizihu and Xizhaohe lines,passing through the two major navigable lakes,Caizihu and Chaohu,and had conditions suitable for gravity-driven water diversion.Conducting a probabilistic distribu-tion analysis of gravity-driven water diversion could provide a scientific basis for optimizing water resource scheduling in the project.This paper,in combination with the project layout and the hydraulic connections between the river and lakes,proposed a judgment equation for the conditions of gravity-driven water diversion and carried out research on the distribution of the probability of gravity-driven water diversion via the Caizihu line and the Xizhaohe line.The analysis indicated that the average number of days with gravity-driven water diversion for both lines over the years was basically around 30~35 days,accounting for about 10%of the whole year,with the distribution periods largely overlapping and mainly concentrated in April to June.The optimized water resources scheduling of the project can be combined with the distribution conditions of gravity-driven water diversion.By enhancing the water level control of Chaohu Lake and creating favorable water level combinations between the river and the lakes,more opportunities for gravity-driven water diversion can be obtained.This is of great significance for sav-ing the operational costs of the project.

关键词

引江济巢/自流引江/概率分布/优化调度

Key words

the Yangtze River to Chaohu Lake/gravity-driven water diversion/probability distribution/optimization scheduling

分类

建筑与水利

引用本文复制引用

金昕,何婧..引江济巢段自流引江概率分布分析[J].江淮水利科技,2025,(5):31-35,5.

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