JINGZhao-hua,JIAHeng-song,WANGBin,et al.Intensive Design of Advanced Treatment Section of Wastewater Treatment Plant[J].China Water & Wastewater,2024,40(10):58-63.
污水处理厂深度处理段集约化设计
- Title:
- Intensive Design of Advanced Treatment Section of Wastewater Treatment Plant
- 摘要:
- 浦江县污水处理厂（一厂）总处理规模为10×104 m3/d，由于厂区用地受限，深度处理段采用集约化设计方案。将中间提升泵房、高效沉淀池、碳源混合池、反硝化深床滤池、接触消毒池、废水调节池、反冲洗鼓风机房、反冲洗水泵房、厂区回用水泵房、出水监测站房、变配电室进行了合建，构筑物之间通过过水连渠及孔洞进行连接，节约用地，节能减碳，出水水质稳定达到浙江省《城镇污水处理厂主要水污染物排放标准》（DB 33/2169—2018）中现有城镇污水处理厂主要水污染物排放限值，可为地上式污水处理厂深度处理段的集约化设计提供借鉴。
- Abstract:
- The total treatment capacity of Pujiang wastewater treatment plant (plant 1) is 10×104 m3/d. Due to the limited land use of the plant, the intensive design scheme is adopted for the advanced treatment. The intermediate lifting pump room, high efficiency sedimentation tank, carbon source mixing tank, denitrification deep bed filter, contact disinfection tank, wastewater regulation tank, backwashing blower room, backwashing water pump room, water reuse pump room, effluent monitoring station room, and transformer and distribution room are co-constructed, the structures are connected through water channels and holes, which can save land, save energy and reduce carbon, and the effluent quality stably meets the discharge limits of major pollutants from existing urban wastewater treatment plant as specified in the Discharge Standard of Major Water Pollutants for Municipal Wastewater Treatment Plant(DB 33/2169-2018) of Zhejiang Province. It can provide practical engineering reference for the intensive design of the advanced treatment section of the above?ground wastewater treatment plant.
相似文献/References:
[1]党康飞,张佳欢,代鑫,等.Fenton+BAF工艺用于生活垃圾渗滤液深度处理改造[J].中国给水排水,2021,37(24):78.
DANG Kang-fei,ZHANG Jia-huan,DAI Xin,et al.Application of Fenton/BAF Process in Reconstruction of Advanced Treatment of Landfill Leachate[J].China Water & Wastewater,2021,37(10):78.
[2]刘建林,谢杰.膜芬顿技术在污水深度处理中的应用[J].中国给水排水,2020,36(22):145.
LIU Jian-lin,XIE Jie.Application of Membrane Fenton Coupling Technology in Wastewater Advanced Treatment[J].China Water & Wastewater,2020,36(10):145.
[3]陈宝玉,杨涛,刘东征,等.武汉北湖污水处理厂设计关键节点分析及组合流程的应用[J].中国给水排水,2020,36(24):92.
CHEN Bao-yu,YANG Tao,LIU Dong-zheng,et al.Essential Analysis of Design Key Node and Application of Combined Process in Beihu Wastewater Treatment Plant in Wuhan[J].China Water & Wastewater,2020,36(10):92.
[4]徐飚,孙海平,张刚,等.嘉兴饮用水处理技术的发展与回顾[J].中国给水排水,2021,37(2):7.
XU Biao,SUN Hai-ping,ZHANG Gang,et al.Development and Review of Drinking Water Treatment Technology in Jiaxing[J].China Water & Wastewater,2021,37(10):7.
[5]王怡然,李江,李彦澄,等.贵阳某垃圾焚烧发电厂渗滤液处理回用工程设计[J].中国给水排水,2021,37(6):91.
WANG Yi-ran,LI Jiang,LI Yan-cheng,et al.Design of Leachate Treatment and Reuse Project for a Solid Waste Incineration Power Plant in Guiyang[J].China Water & Wastewater,2021,37(10):91.
[6]陈永玲.小型地表水厂集约化工艺设计[J].中国给水排水,2021,37(6):96.
CHEN Yong-ling.Intensive Process Design of Small Surface Water Plant[J].China Water & Wastewater,2021,37(10):96.
[7]贺阳,袁绍春,蒋彬.新地方标准背景下污水处理项目的设计变更与实践[J].中国给水排水,2021,37(8):78.
HE Yang,YUAN Shao-chun,JIANG Bin.Design Change and Practice of Sewage Treatment Project under the Background of New Local Standards[J].China Water & Wastewater,2021,37(10):78.
[8]赵安瑜.水厂出水余氯突然大幅降低的应对和管控措施[J].中国给水排水,2022,38(18):83.
ZHAOAn-yu.Countermeasures and Control Measures for the Sudden Decrease of Effluent Residual Chlorine in Waterworks[J].China Water & Wastewater,2022,38(10):83.
[9]郭诺玮,余太平,谭斌,等.分级氧化-絮凝耦合工艺同步降解焦化废水[J].中国给水排水,2020,36(16):116.
GUO Nuo-wei,YU Tai-ping,TAN Bin,et al.Simultaneous Degradation of Coking Wastewater by Fractional Oxidation-Flocculation Coupling Process[J].China Water & Wastewater,2020,36(10):116.
[10]许晓明,刘宇心,闫萍,等.以工业废水为主的污水厂准Ⅳ类水质提标扩建工程设计[J].中国给水排水,2020,36(18):60.
XU Xiao-ming,LIU Yu xin,YAN Ping,et al.A Design Case of Upgrading and Expansion Project to Meet the Quasi-Ⅳ Class Standard in a WWTP with Industrial Wastewater as Its Major Influent[J].China Water & Wastewater,2020,36(10):60.