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抄道沟水库侧槽式溢洪道除险加固设计
引用本文:牛利凯. 抄道沟水库侧槽式溢洪道除险加固设计[J]. 河北水利水电技术, 2011, 0(6): 43-45
作者姓名:牛利凯
作者单位:河北省水利水电勘测设计研究院,天津300250
摘    要:侧槽式溢洪道除险加固工程设计不同于新建工程设计,是新建工程设计的一个逆过程。通过对已有建筑物尺寸的复核,结合现场实际地形情况,在尽可能不改变原有建筑物结构型式的前提下,确定合适的加固方案,以解决现有工程存在的问题。该文以抄道沟水库溢洪道加固设计为例,简要介绍侧槽式溢洪道加固设计。

关 键 词:侧槽末端水深  临界水深  临界底坡  水面线

Design Research on Danger Control and Reinforcement Project of Side Channel Spillway of Chaodaogou Reservoir
NIU Li-kai. Design Research on Danger Control and Reinforcement Project of Side Channel Spillway of Chaodaogou Reservoir[J]. Hebei Water Resources and Hydropower Engineering, 2011, 0(6): 43-45
Authors:NIU Li-kai
Affiliation:NIU Li-kai(Hebei Research Institule of Investigation & Design of Water Conservancy & Hydropower,Tianjin 300250,China)
Abstract:Different from the new project design,the design of side channel spillway used on danger control and reinforcement project is a inverse process of a new designed project.Based on the size review of the existing building,combined with the actual terrain scene,giving the proper reinforcement scheme to slove problems in the existing project under the permise of unchanging the structure of the former builing as much as possible.Take the reinforcement project of spillway of Chaodaogou seservoir as an example,the article introduces the design of the reinforcement project of side channel spillway briefly.
Keywords:water depth in end side channel spillway  critical water depth  critical bed slope  water surface line
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