广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2014年
4期
8-10
,共3页
排涝%泵站%标准%规划流量
排澇%泵站%標準%規劃流量
배로%빙참%표준%규화류량
storm drainage%pumping station%standard%planning discharge
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。
以彿山市禪城區番村泵站為例,採用彿山市新齣檯的排水防澇標準,分彆計算分析瞭城市排澇與市政排水標準下的泵站規劃流量,併初步分析水利與市政標準的大緻對應關繫,其計算方法可供平原圍區小集雨麵積城市排澇泵站規劃設計時參攷。
이불산시선성구번촌빙참위례,채용불산시신출태적배수방로표준,분별계산분석료성시배로여시정배수표준하적빙참규화류량,병초보분석수리여시정표준적대치대응관계,기계산방법가공평원위구소집우면적성시배로빙참규화설계시삼고。
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.