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中桥水库泄水建筑物泄洪消能设计
引用本文:申洪波,张文胜. 中桥水库泄水建筑物泄洪消能设计[J]. 水利建设与管理, 2014, 0(8): 33-36
作者姓名:申洪波  张文胜
作者单位:遵义水利水电勘测设计研究院,贵州遵义563002
摘    要:中桥水库工程岸边开敞式溢洪道设计,采用分流墩消除闸墩尾部水翅、泄槽末端设分流趾、消力池内设消力墩的综合消能方式,使溢洪道水流平顺,消力池内形成稳定水跃,出泄水流与下游水位衔接良好,避免了对下游河床的冲刷。

关 键 词:溢洪道  分流墩  分流趾  消力墩

Flood Discharge and Energy Dissipation Design of Zhongqiao Reservoir Discharge Structure
SHEN Hong-bo,ZHANG Wen-sheng. Flood Discharge and Energy Dissipation Design of Zhongqiao Reservoir Discharge Structure[J]. Water Resources Development & Management, 2014, 0(8): 33-36
Authors:SHEN Hong-bo  ZHANG Wen-sheng
Affiliation:( Zunyi Survey and Design Institute of Water Conservancy and Hydropower , Zunyi 563002, China)
Abstract:Baffle piers are adopted for dissipating water wing at the tail of the gate pier, shunting toes are arranged at the end of spillway, and energy dispersion baffle is arranged in the absorption basin in bank open spillway design of Zhongqiao Reservoir Project. This integrated energy dissipation mode can make water flow in the spillway smoothly, stable water jump formed in the absorption basin, and discharged water flow well connected with downstream water level, thereby avoiding /lush on the downstream riverbed.
Keywords:spillway  baffle pier  shunting toe  energy dispersion baffle
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