玄庙观水库工程枢纽布置  

The Layout of Xuanmiaoguan Reservoir Control Project

作　　者：包日新[1] 武永新[1] 

机构地区：[1]中水北方勘测设计研究有限责任公司

出　　处：《水利水电工程设计》2008年第1期7-10,共4页Design of Water Resources & Hydroelectric Engineering

摘　　要：玄庙观水库工程在原设计重力坝型、并已开挖坝基和浇筑河床部位基础混凝土情况下,修改设计,充分利用原有条件,进行坝型和枢纽布置比选,采用抛物线型全断面碾压混凝土薄拱坝和微坍落度混凝土新技术,加快了施工进度,节约了投资,具有明显的经济、社会效益。The design of Xuanmiaoguan reservoir is modified from gravity dam type under the condition that the dam fundation is excavated and the foundamental concrete at the river bed is placed.The original condition is fully used to carry out the comparison and selection of dam type and project layout.The construction schedule is speeded up by using the parabolic full face RCC thin arch dam and micro-slump concrete and also the investment is saved.It obtained obvious economical and social results.

关 键 词：工程 枢纽布置 玄庙观水库 

分 类 号：TV62[水利工程—水利水电工程]