中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (5): 1013-1017.DOI: 10.3969/j.issn.1674-0696.2011.05.028

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Analysis of Water Surface Calculation of the Three Gorges Reservoir in 175 m Initial Operation

HU Peng1,YANG Sheng-fa2,HU Jiang2   

  1. 1. Changjiang Waterway Institute of Planning,Design & Reseach,Wuhan 430011,Hubei,China; 2. College of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China
  • Revised:2011-04-15 Online:2011-10-15 Published:2015-01-22

三峡水库175m蓄水初期库区沿程水位分析

胡鹏1,杨胜发2,胡江2   

  1. 1. 长江航道规划设计研究院,湖北武汉430011; 2. 重庆交通大学河海学院,重庆400074
  • 通讯作者: 14/06/2011
  • 作者简介:胡鹏(1984—),男,湖北武汉人,硕士,主要从事水力学及河流力学及航道整治方面的研究。E-maill:pipengnan9100@163.com。

Abstract: After analyzing measured data of the Three Gorges Reservoir in recent years,one-dimensional mathematical model was established; the Three Gorges Reservoir 175 - 145 - 155m under normal water operating characteristics of the flood stage water level along were verified after measurement and calculation. The results of early calculations with Changjiang River Scientific Research Institute were compared. The results indicated that with little difference between the two level values in same calculation conditions,the two were consistent. It hold that the early results could be regarded typical and instructive.

Key words: Three Gorges Reservoir, water surface, roughness, one-dimensional mathematical model

摘要: 建立一维数学模型,通过三峡库区成库后已取得的实测资料进行验证,计算出三峡水库175 ~ 145 ~ 155 m 正 常蓄水运行阶段下特征洪水的沿程水位,对比校核了长江科学院早期计算成果。结果表明: 两者在相同计算条件 下的水位差值不大,总体基本一致,认为长江科学院早期成果有一定的代表性和指导作用。

关键词: 三峡水库, 水面线, 糙率, 一维数学模型

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