| 一个特殊的设计洪水流量过程线放制方法介绍 |
| |
| 引用本文： | 孙娟绒,樊二变,陈启新.一个特殊的设计洪水流量过程线放制方法介绍[J].山西水利科技,1999(Z1). |
| |
| 作者姓名： | 孙娟绒 樊二变 陈启新 |
| |
| 作者单位： | 水利部山西水利水电勘测设计研究院 |
| |
| 摘 要： | 为满足水利水电工程的防洪要求，需进行设计洪水的计算，其中选择典型洪水过程线，由于条件所限，一般常用的典型洪水过程线放制方法所得过程线，不能真正代表工程所在流域的洪水特性，本文探讨某些特殊情况下，对典型线进行修改的必要性和修改方法。
|
| 关 键 词： | 典型洪水过程线 时段洪量 相关系数 修正系数 |
A Method for Modifying Discharge Hydrograph of Design Flood |
| |
| Sun Juanrong,Fan Erbian,Chen Qixin.A Method for Modifying Discharge Hydrograph of Design Flood[J].Shanxi Hydrotechnics,1999(Z1). |
| |
| Authors: | Sun Juanrong Fan Erbian Chen Qixin |
| |
| Affiliation: | Sun Juanrong Fan Erbian Chen Qixin |
| |
| Abstract: | The typical discharge hydrograph of design flood selected in course of computation of design flood often can not represent the flood feature in this basin because of limitation of condition.In this paper,a method for modifying discharge hydrograph is introduced,Wujiazhuang Reservoir is taken as an example,the result of rationality analysis shows its applicability. |
| |
| Keywords: | Typical Discharge Hydrograph of Design Flood Correlation Coefficient Modified Coefficient |
| 本文献已被 CNKI 等数据库收录！ |
