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分水墙对表底孔共用消力池水力特性的影响
引用本文:彭〓诚,张康乐,吴〓昊.分水墙对表底孔共用消力池水力特性的影响[J].水电能源科学,2019,37(2):103-106.
作者姓名:彭〓诚  张康乐  吴〓昊
作者单位:湖南省水利水电勘测设计研究总院;湖南省水利水电工程质量检测中心有限公司
摘    要:针对表底孔共用消力池内复杂的流态,以缅甸联邦NAM PAW水电站为例,采用比尺为1∶50的物理模型试验,研究了表底孔共用消力池有无分水墙时的水流特性。试验结果表明,无分水墙时能加剧表底孔水流掺混碰撞,有效减小消力池内临底流速,有利于消能;能在一定程度上减轻下游河床冲刷,可为同类工程设计提供参考。

关 键 词:模型试验  表底孔共用消力池  分水墙  水力特性

Impact of Baffle Wall on Hydraulic Characteristics of Common Stilling Pool of Surface Hole and Bottom Hole
Abstract:For the complex flow in common stilling pool of surface hole and bottom hole, based on the NAM PAW hydropower station of the Federal Republic of the Union of Myanmar, the physical model test at scale 1:50 was used to study the characteristics of water flow in common stilling pool of surface hole and bottom hole with or without baffle wall. The results show that without baffle wall intensified water flow mixing and collision of the surface hole and bottom hole, effectively reduced the bottom flow velocity in the stilling pool and was favor to energy dissipation as well as decreased the scour of the downstream river bed in some degree, which can provide reference for similar engineering design.
Keywords:model test  common stilling pool of surface hole and bottom hole  baffle wall  hydraulic characteristics
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