白山水电站消能塘底板厚度的确定  

Determination of stilling basin base plate thickness in Baishan hydropower station

作　　者：张艳萍[1] 王晓丽[1] 周炳昊[1] 

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

出　　处：《东北水利水电》2006年第5期4-5,8,共3页Water Resources & Hydropower of Northeast China

摘　　要：消能塘底板主要承受动水荷载、自重及扬压力,其稳定条件主要取决于作用在底板表、底面上的动水压力、扬压力及自重等。消能塘底板在射流冲击下,底板块在冲击区受到较大的冲击压力。文章介绍了白山水电站消能塘结构布置、底板厚度的确定以及底板稳定的计算。The stilling basin base plate supports mainly the hydrodynamic load, the dead load and the uplift, its stable condition depends mainly on the hydrodynamic pressure, the uplift and the dead load in the base plate surface and the botton surface. The stilling basin base plate supports large impact pressure in the impacted area. The determination of base plate thickness, the calculation of base plate stability.

关 键 词：消能塘 底板厚度 稳定计算 白山水电站 

分 类 号：TV653[水利工程—水利水电工程]