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考虑长江上游水库群调蓄影响的寸滩站设计洪水计算分析

孙博凯 郭生练 钟斯睿 徐长江 熊丰 梁志明

水利学报2025,Vol.56Issue(8):1002-1011,10.
水利学报2025,Vol.56Issue(8):1002-1011,10.DOI:10.13243/j.cnki.slxb.20250026

考虑长江上游水库群调蓄影响的寸滩站设计洪水计算分析

Analysis of design flood estimation at Cuntan station considering regulation impact of upstream reservoir groups on the Yangtze River

孙博凯 1郭生练 1钟斯睿 1徐长江 2熊丰 2梁志明3

作者信息

  • 1. 武汉大学水资源工程与调度全国重点实验室,湖北武汉 430072
  • 2. 长江水利委员会水文局,湖北武汉 430010
  • 3. 中国长江电力股份有限公司,湖北宜昌 443000
  • 折叠

摘要

Abstract

Based on the flow data series from 1892 to 2022 and the investigated historical flood events of Cuntan Hydrological Station,which controls the inflow of the Three Gorges Reservoir,the time-varying P-Ⅲ curve fitting method,as well as the most likely and the most unfavorable flood regional composition methods,were employed to estimate design floods considering the regulation impacts of upstream cascade reservoirs.The design flood hydro-graphs were derived and compared with the original design values.The results show that:(1)The time-varying P-Ⅲmodel with the modified reservoir index as the covariate can capture the non-stationary decreasing trend of the annual maximum flood series;(2)The most likely and the most unfavorable flood regional composition methods based on the Vine copula can effectively estimate design floods;(3)The regulation of upstream cascade reservoirs significantly reduces the design flood at the Cuntan Station.Compared with the original design values,the 1000-year design peak discharge and 7-day flood volume estimated by these three methods are reduced by 34.5%and 28.8%on average,respectively.

关键词

设计洪水/水库调蓄/非一致性/洪水地区组成法/寸滩水文站

Key words

design flood/reservoir regulation/non-stationarity/flood regional composition/Cuntan hydrological station

分类

建筑与水利

引用本文复制引用

孙博凯,郭生练,钟斯睿,徐长江,熊丰,梁志明..考虑长江上游水库群调蓄影响的寸滩站设计洪水计算分析[J].水利学报,2025,56(8):1002-1011,10.

基金项目

国家自然科学基金长江联合基金项目(U2340205) (U2340205)

水利学报

OA北大核心

0559-9350

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