湖北观音岩水库渠式控制段溢洪道水力计算  

Hydraulic Calculation on Spillway of Canal Type Control Section of Hubei Guanyinyan Reservoir

作　　者：常玉龙[1] 郭端英[1] 付斌[1] 马少波[1] 

机构地区：[1]中水北方勘测设计研究有限责任公司,天津300222

出　　处：《水利水电工程设计》2009年第3期1-2,5,共3页Design of Water Resources & Hydroelectric Engineering

摘　　要：湖北观音岩水库现状溢洪道进口为渠式控制段,其过流能力的复核计算不能简单套用《溢洪道设计规范》中列出的堰式控制段过流能力计算公式。介绍了渠式控制段溢洪道过流能力的两种计算方法,计算结果基本一致,可相互作为佐证。The spillway intake of Hubei Guanyinyan Reservoir is canal type control section, its rechcek calculation of water carrying capacity can not simply use the equation listed in Design Specification for Spillway.This test introduces two calculation methods for water carrying capacity of canal type control section,the results are basically consistent,and can be used as mutural support.

关 键 词：溢洪道 渠式控制段 水力计算 观音岩水库 

分 类 号：TV651.1[水利工程—水利水电工程]