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汾河水库取水建筑物及其水力特性
引用本文:王峰.汾河水库取水建筑物及其水力特性[J].水资源与水工程学报,2007,18(4):64-66.
作者姓名:王峰
作者单位:山西省万家寨引黄工程管理局,山西,太原,030012
摘    要:水利工程和大型给水工程中的取水建筑物,对工程安全,满足供水需要和降低工程造价是重要的。本文给出了取水建筑物中的拦污栅、进水塔、竖井、引水隧洞和充水装置的阻力损失与过流能力的计算式,并结合汾河水库取水工程给出了各种阻力损失系数和流量系数的数值,在类似工程设计时可以参考借鉴。

关 键 词:取水建筑物  阻力损失  流量系数  汾河水库
文章编号:1672-643X(2007)04-0064-03
收稿时间:2007-05-08
修稿时间:2007-06-10

Water intake structure and hydraulic characteristics of the Fenhe Reservoir
WANG Feng.Water intake structure and hydraulic characteristics of the Fenhe Reservoir[J].Journal of water resources and water engineering,2007,18(4):64-66.
Authors:WANG Feng
Affiliation:Administration Bureau of Shanzi Wangjiazhai Yellow River Diversion Project ,Taiyuan, Shanzi 030012, China
Abstract:The water intake structures in hydraulic engineering and large-scale water deliver project were very importance for the engineering security,satisfying the requirements of water supply and reduction of engineering cost.This article put forward the calculation formulas for the resisistance losses and flow capactiy of the trash rack,water intake tower,vertical shaft,access tunnel and water filling device in the water intake structures.Integrated with the Fenhe Reservoir,this paper has given the values of kinds of the resistance loss and discharge coefficients which could be used for reference in similar engineerings.
Keywords:water intake structure  resistance losses coefficient  discharge coefficient  Fenhe Reservoir
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