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高坝消力塘防护结构稳定性研究进展
引用本文:杨敏,董天松. 高坝消力塘防护结构稳定性研究进展[J]. 长春工程学院学报(自然科学版), 2010, 11(3): 77-81. DOI: 10.3969/j.issn.1009-8984.2010.03.018
作者姓名:杨敏  董天松
作者单位:天津大学,天津,300072;长春工程学院,长春,130012
基金项目:国家自然基金资助项目(2007 
摘    要:高坝消力塘作为防护下游河床的结构,其自身在高速水流冲击下的安全性是实现消能和防冲目的的关键所在,国内外都不乏破坏的实例.近年来,我国拟建和在建的一批具有世界级水平的300 m量级高坝,消能问题十分突出.消力塘防护结构的稳定性是当前水工水力学学科的前沿课题之一,也是实际工程所面临的亟待解决的课题.结合多个工程水垫塘模型试验研究,对不同底板防护结构稳定问题进行系统的阐述.

关 键 词:水利水电工程  高坝水垫塘  底板  防护结构  模型试验

Research progress in stability of protecting structure in high dam plunge pool
YANG Min,DONG Tian-song. Research progress in stability of protecting structure in high dam plunge pool[J]. Journal of Changchun Institute of Technology(Natural Science Edition), 2010, 11(3): 77-81. DOI: 10.3969/j.issn.1009-8984.2010.03.018
Authors:YANG Min  DONG Tian-song
Affiliation:YANG Min,etc.(Tianjin University,Tianjin 300072,China)
Abstract:The safety of protecting structure in high dam plunge pool is the key to success or failure of energy dissipation.In recent years,a batch of high dams is under construction in China.The problem of energy dissipation is critical,and it is also the problem that needs to be solved in practice.In this dissertation,based on a few model tests,stability of different protecting structure in plunge pool are proposed by the synchronous measure of hydraulic parameters.
Keywords:hydraulic and hydro-power engineering  plunge pool  slab  protecting structure  model test  
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