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长江三峡洪水预报系统简介 被引量:2

The Flood Forecasting System for the Three Gorges of the Yangtze River
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摘要 本文介绍了利用水文数字模型制定三峡洪水作业预报系统的尝试,对一些有关问题进行了讨论.水利部水文水利调度中心自1985年起已将该系统用于作业预报,1987年移植于葛洲坝电厂做入库流量预报.该系统从历史水文资料输入、模型率定、实时资料处理到预报结果输出,以及历史资料的显示、过程线对比等都实现了计算机自动化,预报精度完全满足生产要求,是一个比较完整的实时洪水预报系统. This paper puts forward a system for operational flood forecasting for the Three Gorgesof the Yangtze River. The system is based on a mathematical model, makes comparisons of variousmodels and discusses some problems on real-time corrections,the evaluaton of forecasting accuracy andrainfall rpocessing within the lead time of the forecasting period. This system has been used for operational hydrological forecasting by the Hydrological Forecasting and Water Control Center since 1985and,as improved upon,includes the following four parts: hisorical hydrological data entry, model calibration, real-time data processing,and real-time forecasting. It is a fairly complete computerlzed systemfor flood forecasting with a forecasting accuracy that meets operational requirements.
作者 张瑞芳
出处 《水利水电技术》 CSCD 北大核心 1994年第9期48-53,共6页 Water Resources and Hydropower Engineering
关键词 洪水预报 长江三峡 模型率定 flood forecasting, the Three Groges, model calibration, error
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参考文献3

  • 1王厥谋,张瑞芳,徐贯午.综合约束线性系统模型[J]水利学报,1987(07).
  • 2文康,梁庚辰.总径流线性响应模型与线性扰动模型[J]水利学报,1986(06).
  • 3王厥谋,张瑞芳,徐贯午.约束线性系统模型及其在汉江流域洪水预报中的应用[J]水文,1985(01).

同被引文献10

  • 1长江水利委员会技术委员会.长江流域综合利用规划研究[M].中国水利水电出版社,2003.83-106.
  • 2Hydrologic Engineering Center. Hydrologic reference manual [R]. U. S. Army Corps of Engineering,USA,2002.
  • 3Hydrologic Engineering Center. HEG RAS user's manual [R]. U. S. Army Corps of Engineering, USA, 2006.
  • 4周建军.三峡水库蓄水后水库、径流、泥沙、运行和水库泥沙数学模型验证等相关问题研究[R].清华大学水利系研究报告,2005.
  • 5Rouger Moussa. Analytical Hayami Solution for the Diffusive Wave Flood Routing Problem with Lateral Inflow [J].Hydrological Processes, 1996, (10) : 1209-1227.
  • 6Tommaso Moramarco, Silvia Barbettal, Florisa Melone. A Realtime Stage Muskingum Forecasting Model for a Sitewithout Rating Curve[J]. Hydrological Sciences - Journal - des Sci enees Hydrologiques,2006,51(1) :66-82.
  • 7Parthasarathi Choudhury. Multiple Inflows Muskingum Routing Model[J]. Journal of Hydrologic Engineering,2007,12(5) :473-481.
  • 8郭遁辉 周瑾.长江三峡地区1982年7月暴雨洪水分析.水文,1984,(1):55-59.
  • 9李玉荣,闵要武,邹红梅.三峡工程蓄水水文特性变化浅析[J].水文,2009,29(4):37-39. 被引量:14
  • 10文伏波,杨贤溢,洪庆余,唐日长,陈济生,薛世仪,洛叙六,潘庆燊,董士镛,徐一心,唐登清,司兆乐,谭培伦,魏璇,罗泽华,刘一是,潘天达,郑允中.三峡工程应按“一级开发,一次建成,分期蓄水,连续移民”的建设方案全面实施[J].科技导报,2001,19(2):3-6. 被引量:3

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