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Reservoir Flood Routing Considering the Non-Stationarity of Flood Series in North China

机译:考虑华北地区洪水序列非平稳性的水库洪水调度

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摘要

Owing to the increasing anthropogenic activities, flood frequency analysis and flood control scheduling of reservoir become more and more complicated because of the non-stationarity of flood series. This paper aims to assess the effects that non-stationary flood series, which is affected by land use change of Daqing River Basin (in North China), has induced on the reservoir flood routing. And the analysis has been carried out in Xidayang Reservoir, which is located in south branch of Daqing River Basin of North China. In this paper, the annual maximum peak discharge series and the annual maximum flood volume (1-day, 3-day and 6-day) series of Xidayang Reservoir were selected to detect their variation using three steps change point diagnosis. Mixed distribution was employed to fit the non-stationary flood series, estimating parameters by simulated annealing algorithm. The results indicate that (1) mixed distribution provided a more appropriate and superior fit than conventional distribution (P3 distribution) to non-stationary flood series, (2) design flood values estimated by mixed distribution reduced by 0.03 %-20.24 % with different return periods compared with the results computed by conventional P3 distribution, and (3) through reservoir flood routing, the maximum water level and maximum discharge with various return periods considering the series' non-stationarity also showed a decrease by up to 0.56 m and 81.68 % respectively compared with the results regardless of the series' non-stationarity. These results provide a significant theoretical basis for flood control and water resources management in Daqing River Basin.
机译:由于人为活动的增加,由于洪水序列的不平稳性,水库的洪水频率分析和防洪调度变得越来越复杂。本文旨在评估受大庆河流域(中国北方)土地利用变化影响的非平稳洪水系列对水库洪水路径的影响。并在位于中国北方大庆河流域南支的西大洋水库进行了分析。本文选择了喜达洋水库的年最大洪峰流量系列和年最大洪量(1天,3天和6天)系列,通过三步变化点诊断来检测其变化。采用混合分布拟合非平稳洪水序列,通过模拟退火算法估计参数。结果表明:(1)对于非平稳洪水序列,混合分布提供了比常规分布(P3分布)更合适和更优越的拟合;(2)通过混合分布估算的设计洪水值减少了0.03%-20.24%,且收益不同与常规P3分布计算的结果相比,(3)通过水库洪水调度,考虑到该系列的非平稳性,在不同回水期的最大水位和最大排水量也分别减少了0.56 m和81.68%无论该系列是否平稳,都分别与结果进行比较。这些结果为大庆河流域的防洪和水资源管理提供了重要的理论依据。

著录项

  • 来源
    《Water Resources Management》 |2014年第12期|4273-4287|共15页
  • 作者

    Hang Zeng; Ping Feng; Xin Li;

  • 作者单位

    State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, People's Republic of China;

    State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, People's Republic of China;

    State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, People's Republic of China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Flood frequency analysis; Land use change; Change point; Mixed distribution; Flood routing;

    机译:洪水频率分析;土地用途变化;变更点;混合发行;洪水路由;
  • 入库时间 2022-08-18 01:09:22

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