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番村泵站平原围区小集雨面积城市排涝泵站规划流量的分析计算
引用本文:严婉玲,邓东升.番村泵站平原围区小集雨面积城市排涝泵站规划流量的分析计算[J].广东水利水电,2014(4):8-10.
作者姓名:严婉玲  邓东升
作者单位:佛山市水利水电建筑设计有限公司,广东佛山528000
摘    要:以佛山市禅城区番村泵站为例,采用佛山市新出台的排水防涝标准,分别计算分析了城市排涝与市政排水标准下的泵站规划流量,并初步分析水利与市政标准的大致对应关系,其计算方法可供平原围区小集雨面积城市排涝泵站规划设计时参考。

关 键 词:排涝  泵站  标准  规划流量

Analysis of Urban Drainage's Pump Station Planning Discharge to PanCun Pump Station Small Plain Catchment Area
YAN WanLing and DENG DongSheng.Analysis of Urban Drainage's Pump Station Planning Discharge to PanCun Pump Station Small Plain Catchment Area[J].Guangdong Water Resources and Hydropower,2014(4):8-10.
Authors:YAN WanLing and DENG DongSheng
Affiliation:(FoShan Water Conservancy and Hydropower Construction Design Company, FoShan 528000, China)
Abstract:Take Pancun pump station in Foshan Chancheng District as an example , a new drainage and water logging standard has been accepted to calculate the pump planning discharge under the standards of urban waterlogging and municipal drainage .Analy-zing the differences between the draining standards , it comes out to be that once every five years drainage standard is similar with once every 20 years storm drainage standard as to small plain catchment area of urban drainage pumping station 's plan flow.
Keywords:storm drainage  pumping station  standard  planning discharge
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