摘要
根据上海市污水治理二期工程SA泵站水力模型试验,分析城市污水泵站前池普遍存在的不良进水流态现象及其对水泵性能的影响,提出前池流态改善措施.试验表明,改进后的前池使流态得到明显改善,水泵机组效率明显提高,并可有数降低泥沙淤积.
Based on the hydraulic model tests for the SA pumping station of Second Stage of Shanghai Sewag Project, the bad flow conditions in the forebay generally existing in sewag pumping stations and their influences upon pump efficiency are analyzed and the improvement measures are put forward. It is shown by the tests that the flow conditions in the forebay can be improved, the pumps efficiency will be increased, and the accumulation of debris can be reduced effectively by a barrier Plate.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1998年第3期303-306,共4页
Journal of Tongji University:Natural Science
基金
世界银行贷款项目!1449706050379
关键词
泵站
前池
流态
水泵效率
城市污水治理
Pumping station
Forebay
Flow conditions
Pump efficiency