雨水泵站机排、自排一体化设计分析  

Integrated design of machine drainage and self drainage for rainwater pump stations

作　　者：康亚腾 KANG Yateng(Hebei Water Resources Development Group Co.Ltd,Shijiazhuang 050011,China)

机构地区：[1]河北水利发展集团有限公司,石家庄050011

出　　处：《水科学与工程技术》2025年第1期52-54,共3页Water Sciences and Engineering Technology

摘　　要：为了实现泵站自排、机排相结合,布置上力求紧凑,充分利用建筑物进行调节,泵站采用自排机排、同层布置,自排中间设置两孔流道,两侧设置水泵机排,排涝时当内河水位高于安全区外引水渠水位时打开闸门,实现自排至北拒马河;若内河水位低于安全区外水位,将涝水排至安全区外。In order to achieve the combination of self discharge and machine discharge in the pump station,the layout strives to be compact and fully utilizes the building for adjustment.The pump station adopts the same floor layout of self discharge machine discharge,with two hole flow channels in the middle of the self discharge and water pump machine discharge on both sides.When the water level of the inland river is higher than that of the diversion channel outside the safety zone during drainage,the gate is opened to achieve self discharge to the North Juma River;If the water level in the inland river is lower than the water level outside the safety zone,the flood water will be discharged outside the safety zone.

关 键 词：自排 机排相结合 同层布置 

分 类 号：TU991[建筑科学—市政工程]