摘要
本文通过调查和水力模型试验.在国内首次提出泵站圆形进水池在垂直双吸管条件下,最佳结构型式的各参数Dc、A、a、P、T、Hs值,通过浑水观测发现,该结构型式下产生的流态具有很强的"抑涡挟沙"能力,从而证明了圆形进水池有良好防淤效果.
Is studied and for first time in china,the values of such parameters as Dc,A,a,p,T,Ha Circular inlet pools with straight double-suction tubing are pur forth for the best structure type through,through his practical investigation and experiments on the hydraulic models.Observation and md on muddy water,show found that the fluids produced by this structure type are oply powerful in roasting whirling curren and carrying anay sands.It is belieued that such circular inlet pools havea good silt-resisting effect.
出处
《合肥工业大学学报(自然科学版)》
CAS
CSCD
1994年第1期103-107,共5页
Journal of Hefei University of Technology:Natural Science
关键词
圆形进水池
垂直双吸水管
水力模型试验
circulsr inlet pools,suspension height,height of banquette,distance of the back wall,depth of immergence