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]石兰兰,张宝林,吴云生,等.深圳横岭污水厂提标中曝气生物滤池的升级及应用[J].中国给水排水,2020,36(14):104.
SHI Lan-lan,ZHANG Bao-lin,WU Yun-sheng,et al.Upgrading and Application of Biological Aerated Filter in Upgrading of Shenzhen Hengling Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):104.
[2]霍槐槐.SediMag磁絮凝技术用于污水厂高效沉淀池改造[J].中国给水排水,2020,36(14):122.
HUO Huai-huai.Application of SediMag Magnetic Sedimentation Technique in Renovation of High-efficiency Sedimentation Tank in WWTP[J].China Water & Wastewater,2020,36(10):122.
[3]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.
[4]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.
[5]杨墨,刘毛,邓涛,等.混凝—气浮—过滤深度处理A2O工艺二沉池出水[J].中国给水排水,2020,36(19):89.
YANG Mo,LIU Mao,DENG Tao,et al.Advanced Treatment of Effluent from Secondary Sedimentation Tank of A2O Process by Coagulation–Dissolved Air Flotation–Filtration[J].China Water & Wastewater,2020,36(10):89.
[6]黄志心.城镇污水处理厂提标改造实践与思考[J].中国给水排水,2020,36(22):48.
HUANG Zhi-xin.Practice and Thinking of Upgrading and Reconstruction of Municipal Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):48.
[7]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.
[8]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.
[9]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.
[10]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.