ZHANGYong-sen,LIGuo-jin,LIUZhen,et al.Application of Two-stage Activated Coke Adsorption Process in an All-underground WWTP[J].China Water & Wastewater,2023,39(14):120-123.
两级活性焦吸附工艺用于全地下污水处理厂
- Title:
- Application of Two-stage Activated Coke Adsorption Process in an All-underground WWTP
- Keywords:
- all-underground wastewater treatment plant; advanced treatment; activated coke; two-stage adsorption
- 摘要:
- 郑州市某新建污水处理厂总规模为10×104 m3/d，采用全地下式布置，出水COD需达到《地表水环境质量标准》（GB 3838—2002）的Ⅲ类标准，即COD≤20 mg/L。该厂采用两级活性焦吸附作为深度处理工艺。该案例两级活性焦吸附池和活性焦房的平面布置、设计参数、操作时序等设计经验，可为其他类似工程提供参考。
- Abstract:
- The total scale of a new wastewater treatment plant (WWTP) in Zhengzhou is 10×104 m3/d, and it is all-underground. The effluent COD should meet level Ⅲ of Environmental Quality Standards for Surface Water (GB 3838-2002), that is, COD≤20 mg/L. Two-stage activated coke adsorption is used as advanced treatment unit in the WWTP. The layout, design parameters, operation sequence of the two?stage activated coke adsorption tank and chamber are elaborated, which can provide reference for other similar projects.
相似文献/References:
[1]王 阳,张 月,郭庆英,等.珠海前山水质净化厂全地下MBR工艺设计[J].中国给水排水,2018,34(22):59.
WANG Yang,ZHANG Yue,GUO Qing-ying,et al.Design of Qianshan Wastewater Treatment Plant with Underground MBR Process in Zhuhai CityWANG Yang, et al.（59）[J].China Water & Wastewater,2018,34(14):59.
[2]宋宏宇.四川某全地下污水处理厂结构设计[J].中国给水排水,2020,36(24):83.
SONG Hong-yu.Structural Design of a Whole Underground Wastewater Treatment Plant in Sichuan Province[J].China Water & Wastewater,2020,36(14):83.
[3]杨曦凯,田海成,王冠,等.济南华山全地下水质净化厂AAO+MBR工艺设计[J].中国给水排水,2021,37(22):59.
YANG Xi-kai,TIAN Hai-cheng,WANG Guan,et al.Design of AAO and MBR Process of Huashan Underground Wastewater Purification Plant in Jinan[J].China Water & Wastewater,2021,37(14):59.
[4]陈志真,邱明,魏斌,等.两段式污泥深度脱水工艺在全地下污水处理厂的应用[J].中国给水排水,2021,37(24):119.
CHEN Zhi-zhen,QIU Ming,WEI Bin,et al.Application of Two-stage Sludge Deep Dewatering Process in an Underground WWTP[J].China Water & Wastewater,2021,37(14):119.
[5]常尧枫,谢嘉玮,谢军祥,等.城镇污水处理厂提标改造技术研究进展[J].中国给水排水,2022,38(6):20.
CHANGYao-feng,XIEJia-wei,XIEJun-xiang,et al.Research Progress on Upgrading and Reconstruction Technology of Urban Sewage Treatment Plants[J].China Water & Wastewater,2022,38(14):20.
[6]赵志太,李建,孔晓光,等.新型气浮设备去除污水厂二沉池出水TP和SS中试[J].中国给水排水,2022,38(9):18.
ZHAOZhi-tai,LIJian,KONGXiao-guang,et al.Removal of TP and SS from Effluent of Secondary Sedimentation Tank with Novel Air Flotation Equipment[J].China Water & Wastewater,2022,38(14):18.
[7]王小兵,曾佳玮,汤钟.高出水标准要求下高含氟工业废水处理实践[J].中国给水排水,2022,38(10):83.
WANGXiao-bing,ZENGJia-wei,TANGZhong.Practice of High Fluorine Industrial Wastewater Treatment under the Requirement of High Effluent Standard[J].China Water & Wastewater,2022,38(14):83.
[8]王建兴,吕恺祺,郭中伟,等.银定庄污水厂深度处理工艺选择及运行实效[J].中国给水排水,2022,38(10):125.
WANGJian-xing,LüKai-qi,GUOZhong-wei,et al.Advanced Treatment Process Selection and Operation Effect of Baoding Yindingzhuang WWTP[J].China Water & Wastewater,2022,38(14):125.
[9]潘成荣,陈建,彭书传,等.复合型人工湿地对污水厂尾水的深度处理效果[J].中国给水排水,2022,38(13):111.
PANCheng-rong,CHENJian,PENGShu-chuan,et al.Advanced Treatment Efficiency of Effluent from Wastewater Treatment Plant by Composite Constructed Wetland[J].China Water & Wastewater,2022,38(14):111.
[10]陈董根,钱建华,江双双.芬顿三相催化氧化对印染废水的深度处理效果[J].中国给水排水,2022,38(15):68.
CHENDong-gen,QIANJian-hua,JIANGShuang-shuang.Performance of Fenton Three?phase Catalytic Oxidation Process for Advanced Treatment of Dyeing and Printing Wastewater[J].China Water & Wastewater,2022,38(14):68.