北京市垡头污水处置厂改扩建工程设计手艺方案 邱明海(上海市政工程设计研究总院有限公司，上海200092)_水业新闻_行业资讯_中国水业网有限公司，上海200092),北京市垡头污水处置厂改扩建工程设计手艺方案,,,邱明海(上海市政工程设计研究总院有限公司，上海200092),水业新闻"/>有限公司，上海200092) "/>[1]邱明海.北京市垡头污水处置厂改扩建工程设计手艺方案[J].中国给水排水,2018,34(20):13-16. QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water Wastewater,2018,34(20):13-16.点击复制北京市垡头污水处置厂改扩建工程设计手艺方案中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第34卷期数:2018年20期页码:13-16栏目:述评与会商出书日期:2018-10-18Title:Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant文章编号:1000-4602(2018)20-0013-04作者:邱明海(上海市政工程设计研究总院 团体 有限公司，上海200092)Author(s):QIU Ming hai(Shanghai Municipal Engineering Design Institute ＜Group＞ Co. Ltd., Shanghai 200092, China)要害词:污水处置厂;立体结构;分阶段实行Keywords:wastewater treatment plant;three-dimension layout;phased implementation分类号:TU992.3文献标记码:B摘要:按照《北京市加速污水处置和再生水操纵举措措施建�����hth.txt设三年步履方案（2016 2019）》要求，垡头污水处置厂改扩建工程属在北京市中间城区核准立项扶植的11项污水处置项目之一。该污水处置厂近况范围为2 104 m3/d，采取CASS工艺，占地为1.3 hm2。改扩建工程要求在不新征地、不断水环境下，处置范围扩建至10 104 m3/d，出水水质由今朝的《城镇污水处置厂污染物排放尺度》（GB 18918 2002）一级B尺度提高到北京市《城镇污水处置厂水污染物排放尺度》（DB 11/890 2012）B级尺度。这些要求为手艺方案设计带来很是年夜的挑战，是以工程设计手艺方案中应贯彻优化工艺、立体结构、分阶段实行的原则。经由过程论证，构成了采取MBR工艺和构（建）筑物之间层叠或镶嵌结构并分三个阶段实行的方案，以知足增年夜处置水量、提超出跨越水水质、节流用地、运行中不断水的方针。Abstract:According to the requirements of the Threeyear Action Plan for Accelerating the Construction of Wastewater Treatment and Reclaimed Water Utilization Facilities in Beijing (2016-2019) , the expansion project of Fatou Wastewater Treatment Plant (FWTP) has been approved for the construction, which belongs to one of the 11 wastewater treatment projects of the central city of Beijing. The current treatment capacity of the FWTP is 20 000 m3/d, and the CASS process is adopted with area coverage of 1.3 hm2. The reconstruction and expansion project is required to reach the treatment capacity of 100 000 m3/d without new land acquisition or no water stoppage. The effluent water quality will be improved from the current first level B criteria of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002) to Beijing local standard grade B of Discharge Standard of Water Pollutants for Municipal Wastewater Treatment Plants(DB 11/890-2012). These requirements bring great challenges to the design of technical plan. Therefore, the principles of optimizing process, threedimensional layout and phased implementation should be implemented in the project design technical solution. Through the demonstration, a scheme was formed, which adopted the MBR process to construct the stacking or superimposing layout between structures (buildings), and was implemented them in three stages to meet the requirements of increasing the quantity of treated water, improving the effluent quality, saving land, and not stopping the water during operation.参考文献/References:

［1］GB 18918 2002，城镇污水处置厂污染物排放尺度［S］. 北京:中国情况科学出书社，2002. GB 18918-2002，Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant［S］. Beijing:China Environmental Science Press,2002(in Chinese).

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作者简介：邱明海（1970-），男，河北邯郸人，年夜学本科，高级工程师，上海市政院第四设计院副院长，从事污水处置设计工作。 E-mail:qiuminghai@smedi.com 收稿日期：2018-07-26