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大坦沙岛北片区排涝流量分析研究
引用本文:蔡剑波,林宁,张健,于庆嫒.大坦沙岛北片区排涝流量分析研究[J].城市道桥与防洪,2010(6):143-146.
作者姓名:蔡剑波  林宁  张健  于庆嫒
作者单位:广州市市政工程设计研究院,广东广州,510060;广东省航运规划设计院,广东广州,510050;广东省地质矿产公司,广东广州,510080
摘    要:大坦沙岛北片区位于广州市西部,面积1.35km2,是一个相对独立的排涝区域,对于排涝水闸泵站流量的分析需要考虑降雨过程与潮水遭遇的影响。该文根据广州市的排涝标准,在确定排涝计算条件的基础上,对排涝流量进行了分析论证。首先通过6h平均损失率法净雨过程,计算岛内20a一遇洪水过程线,然后根据调蓄条件,初选泵站排涝流量,再对不同起调水位进行试算,结合1h综合损失率法流量分析,最终选择较合理的计算结果。即:大坦沙岛北片区20a一遇排涝流量为10m3/s,起调水位为0.2m。此外,不同的起调水位,对流量调算有显著影响。

关 键 词:大坦沙岛  水闸泵站  排涝流量  调节计算  广州

Analysis and Study on Drainage Flow in North Area of Datansha Island
Cai Jianbo,Lin Ning,Zhang Jian,Yu Qingyuan.Analysis and Study on Drainage Flow in North Area of Datansha Island[J].Urban Roads Bridges & Flood Control,2010(6):143-146.
Authors:Cai Jianbo  Lin Ning  Zhang Jian  Yu Qingyuan
Abstract:The north area of Datansha Island is located at the west of Guangzhou City. Its area is 1.35 km2. It is also a relatively independent drainage area. The analysis on the flow of a drainage sluice pumping station is required to consider the rainfall process and the tidewater influence. According to the drainage standard of Guangzhou City and on the basis of defining the drainage calculation conditions, the article analyzes and demonstrates the drainage flow. The article firstly calculates the flood process li...
Keywords:Datansha Island  sluice pumping station  drainage flow  regulating calculation  Guangzhou  
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