虹桥污水处理厂一体化构筑物建设选型分析
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摘要
虹桥污水处理厂是苏州河流域、虹桥商务区内第一座地下式污水处理厂,所有处理工艺单元均位于"全流程封闭式"一体化构筑物内。通过分析上海市、区规划定位要求和周边环境要求,选择采用地下式的布置形式,并进一步比较了深埋和浅埋2种地下布局型式的优劣。结合工程实际,以工程建设、后期运营、安全、投资等为出发点,选择了地下式浅埋布局形式,并在总结国内外类似地下式污水处理厂建设的基础上提出了建设经验。
Hongqiao wastewater treatment plant is the first underground treatment plant in Suzhou river basin and Hongqiao business district, whose all processing units are located in the "whole process enclosed" integrated structure. Based on the analysis of the planning and positioning requirements of Shanghai government as well as the surrounding environment, the underground layout is selected, and the advantages and disadvantages of the deep and shallow buried underground layout are further compared. Based on the engineering practice,the paper chooses the underground shallow buried layout from the starting point of engineering construction, later operation, safety and investment, and puts forward the construction experience on the basis of summarizing the construction of similar underground sewage treatment plants at home and abroad.
Hongqiao wastewater treatment plant is the first underground treatment plant in Suzhou river basin and Hongqiao business district, whose all processing units are located in the "whole process enclosed" integrated structure. Based on the analysis of the planning and positioning requirements of Shanghai government as well as the surrounding environment, the underground layout is selected, and the advantages and disadvantages of the deep and shallow buried underground layout are further compared. Based on the engineering practice,the paper chooses the underground shallow buried layout from the starting point of engineering construction, later operation, safety and investment, and puts forward the construction experience on the basis of summarizing the construction of similar underground sewage treatment plants at home and abroad.
引文
[1]包太,朱可善,刘新荣.国内外城市地下污水处理厂概况浅析[J].地下空间,2003,23(3):335-338.
[2]褚俊英,陈吉宁,邹骥,等.城市污水处理厂的规模与效率研究[J].中国给水排水,2004,20(5):35-38.
[2]褚俊英,陈吉宁,邹骥,等.城市污水处理厂的规模与效率研究[J].中国给水排水,2004,20(5):35-38.