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河道型水库动防洪库容近似计算方法
引用本文:童思陈,周建军. 河道型水库动防洪库容近似计算方法[J]. 水力发电学报, 2003, 0(4): 74-82
作者姓名:童思陈  周建军
作者单位:清华大学水利水电工程系,河流海洋研究所,北京,100084;清华大学水利水电工程系,河流海洋研究所,北京,100084
基金项目:国家杰出青年基金 (编号 :5 992 5 92 1 )
摘    要:本文从明渠恒定非均匀流方程出发,推导了河道型水库动、静防洪库容关系,以数学模型为手段,计算并绘制动、静防洪库容关系曲线,给出防洪库容一般变化规律,提出计算水库防洪库容具体步骤和方法,为可研阶段或中小型防洪水库缺少断面资料情况下,确定水库的防洪库容提供参考。河道型水库防洪库容计算方法应结合实际水库具体情况选取,完全采用静库容法计算防洪库容是不符合实际的。

关 键 词:水资源  动防洪库容  计算方法  公式推导  静防洪库容
修稿时间:2002-09-30

Study of the approximate method of calculating the flood control capacity of mountainous reservoirs
Tong Sichen Zhou Jianjun. Study of the approximate method of calculating the flood control capacity of mountainous reservoirs[J]. Journal of Hydroelectric Engineering, 2003, 0(4): 74-82
Authors:Tong Sichen Zhou Jianjun
Affiliation:Tong Sichen 1 Zhou Jianjun 1
Abstract:Based on the steady water flow equation of the open channel, the paper gives the relationship between the static flood control capacity and the dynamic flood control capacity. By means of formula derivation and mathematical models we obtained the relationship of the two and brought forth a series of figures about them. Finally the detailed steps to compute the dynamic flood control capacity were brought out. It can offer a relatively reasonable result for the early stage planning of the reservoir.
Keywords:water resources  dynamic flood control capacity  computational method  formula derivation  static flood control capacity  
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