期刊导航

论文摘要

以前期水量为条件的管运洪水推求

Calculation of Manage-flood Based on the Previous Flood Volume

作者:覃光华(四川大学 水利水电学院, 四川 成都 610065;四川大学 水力学与山区河流开发保护国家重点室, 四川 成都 610065);曹泠然(四川大学 水利水电学院, 四川 成都 610065);王文圣(四川大学 水利水电学院, 四川 成都 610065;四川大学 水力学与山区河流开发保护国家重点室, 四川 成都 610065);丁晶(四川大学 水利水电学院, 四川 成都 610065);李深奇(四川省水利水电勘测设计研究院, 四川 成都 610072);姚瑞虎(中国三峡建设管理有限公司, 四川 成都 610000)

Author:QIN Guanghua(College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China;State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China);CAO Lingran(College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China);WANG Wensheng(College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China;State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China);DING Jing(College of Water Resource & Hydropower, Sichuan Univ., Chengdu 610065, China);LI Shenqi(Sichuan Water Resources and Hydroelectric Investigation & Design Inst., Chengdu 610072, China);YAO Ruihu(China Three Gorges Projects Development Co. Ltd., Chengdu 610000, China)

收稿日期:2018-05-14          年卷(期)页码:2019,51(5):17-24

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:管运洪水;全概率公式;条件分布;前期水量

Key words:manage-flood;total probability formula;conditional distribution;previous flood volume

基金项目:国家重点研发计划项目(2016YFC0401903);国家自然科学基金项目(51679155;51879172)

中文摘要

水库工程在运行管理期遭遇的洪水,主要由暴雨形成的水量和洪水来临时河流前期水量决定。对小流域而言,后者作用较小可忽略;对于大中流域,后者影响较大应予重视。本文基于全概率公式,提出以前期水量为条件的年最大时段洪量频率分布来定量表征这种影响的方法——直接法和间接法。将前期水量分为少水和多水两种状态,直接法以实测洪水资料为基础,采用单变量频率计算分析原理推求前期水量为少水与多水的条件分布,直接法简单实用,缺点在于对资料条件要求较高。间接法首次以Copula函数描述年最大时段洪量和前期水量的2维联合分布;该方法的关键在于Copula函数的选择,通过分析年最大时段洪量和对应前期水量的相关图特性,选取Clayton-Copula函数推求条件分布。间接法在资料缺乏情况下方便可行,不足之处是要选择适合的Copula函数,计算较复杂。最后将建议的直接法和间接法应用于杂谷脑河管运洪水计算中,分析结果表明水库综合效益比原固定汛限水位时增加。

英文摘要

Floods encountered by a reservoir project during operation and management period are mainly determined by the volume of rainstorm and the previous flood volume of the river. For small watersheds, the latter plays a minor role which can be ignored. For large and medium watersheds, the latter has a greater impact and thus should be paid attention to. Based on the total probability formula the concept of quantificational characterizing this influence of flood frequency distribution of the annual maximum time period flood volume whose condition is previous flood volume is proposed, and the calculation formula is given. Two calculation methods for the manage-flood based on previous flood volume are established, i.e., the direct method and the indirect method. The paper divides the previous flood volume of the river into two states: less water and more water. The direct method is based on the measured flood data, and the conditional distribution of less water and more water is deduced by the principle of single variable frequency calculation principle. The direct method is simple and practical, but it requires more data. In the indirect method, the Copula function is first used to describe the two dimensional joint distribution of the maximum period flood volume of annual (such as annual maximum seven days flood volume) and the previous flood volume of the river. The key of this method is the choice of Copula function. By analyzing the correlation charts of the maximum period flood volume of annual and the previous flood volume of the river, the Clayton-Copula function is selected to deduce the conditional distribution. The indirect method can be used in lack of data, but the shortcoming is that the appropriate Copula function should be selected, and the calculation is more complicated. Finally, the proposed direct method and indirect method were applied to the calculation of channel flood in Zagunao River. The results showed that the overall benefit of the reservoir was higher than that of the original operation that fixedthe limits water level of reservoir in flood period.

关闭

Copyright © 2020四川大学期刊社 版权所有.

地址:成都市一环路南一段24号

邮编:610065