025-85283059
210003
江南,城市生活垃圾综合处理厂渗滤液全量化处理工程设计 刘建伟1, 2, 康心悦1, 2, 岳鹏1, 2, 陈雪威1, 2, 田洪钰1, 2
时间:2023-12-31
焦点提醒:城市糊口垃圾分析处置厂渗滤液全量化处置项目设想 刘建伟1, 2, 康心悦1, 2, 岳鹏1, 2, 陈雪威1, 2, 田洪钰1, 2
urban municipalwaste comprehensive treatment plant;landfill leachate;totalfont-size: 10pt;quantitative treatment" style="text-decoration-line: none; color: rgb(48, 89, 220);">">quantitative treatment;MBR;DTRO
针对北方某城市糊口垃圾分析处置厂渗滤液的水质特点,采取中温厌氧—MBR(含一级A/O硝化反硝化)—碟管式反渗入(DTRO)工艺进行处置, DTRO浓缩液采取碟管式纳滤(DTNF)+高压级碟管式反渗入(HPRO)+机器式蒸汽再紧缩(MVR)工艺进行处置,实现渗滤液的全量化处置。该项目设想处置范围为150 m3/d,引见了该项目的工艺流程、处置系统的构成和首要工艺单位设想参数。项目运转成果注解,该工艺运转不变、处置结果好,出水水质到达《城市污水再生操纵 城市杂用水水质》(GB/T 18920—2002)中城市绿化和车辆冲刷尺度和《城市污水再生操纵 工业用水水质》(GB/T 19923—2005)中汽锅补给水和工艺与产物用水尺度要求。
According to the water quality characteristics of leachate from a municipal waste comprehensive treatment plant in northern China, a combination process of medium temperature anaerobic-MBR (including first-stage A/O nitrification and denitrification)-disc-tube reverse osmosis (DTRO) process was adopted to treat the leachate. The concentrate of DTRO was treated by combination process of disc-tube nanofiltration (DTNF)+high-pressure disc-tube reverse osmosis (HPRO)+mechanical vapor recompression (MVR).This realized the total quantitative treatment of leachate.The design treatment capacity of the process was 150 m3/d. The process flow, the composition of the process and the design parameters of the main treatment units were introduced. The results of project operation showed that the process ran steadily and had a good treatment performance. The effluent quality reached the standard of urban greening and vehicle flushing in The Reuse of Urban Recycling Water—Water Quality Standard for Urban Miscellaneous Water Consumption(GB/T 18920-2002) and the boiler replenishment water and process and product water inThe Reuse of Urban Recycling Water—Water Quality Standard for Industrial Uses (GB/T 19923-2005).
[1]孙永利,张维,郑兴灿,等.城镇居平易近人均日糊口污水污染物发生量测算之产污纪律[J].中国给水排水,2020,36(6):1.[2]范荣桂,刘娜,尹利鹏,等.污泥厌氧催化快速发酵产VFAs的实验研究[J].中国给水排水,2020,36(11):69.[3]镇祥华,余琴芳,万年红,等.污水处置厂二级出水深床滤池超深度脱氮研究[J].中国给水排水,2020,36(11):91.[4]赵美玲,朱涛,冯江,等.水力模子在合流制调蓄池进水管革新中的利用[J].中国给水排水,2020,36(07):114.[5]朱一文,王文亮.基在水文方式的暴雨调理塘范围计较[J].中国给水排水,2020,36(07):118.[6]李骏飞,李欢,杨磊三.粤港澳年夜湾区立异治水模式分享[J].中国给水排水,2020,36(08):1.[7]李激,王燕,熊红松,等.城镇污水处置厂消毒举措措施运转调研与优化策略[J].中国给水排水,2020,36(08):7.[8]赵锡锋,李兴强,李军.好氧颗粒污泥手艺中试研究和利用进展[J].中国给水排水,2020,36(08):30.[9]王建西.PTA2O工艺用在养猪废水处置和其Anammox现象阐发[J].中国给水排水,2020,36(08):56.[10]高海英,邓磊,侯晓庆,等.MBR工艺在西安经开草滩污水处置厂中的利用[J].中国给水排水,2020,36(08):63.[11]莫俊锋,王文亮,白献宇,等.基在设想暴雨法的CSO调蓄池池容计较方式切磋[J].中国给水排水,2020,36(08):77.[12]郭健.纳入年夜直径热力管的分析管廊设想研究[J].中国给水排水,2020,36(08):82.[13]蒙政成,冼萍,黄付平,等.NCMBR工艺在工业园区污水处置项目中的利用[J].中国给水排水,2020,36(08):88.
更新日期/Last Update:2020-05-17中国给水排水杂志社官方网所有材料均源在网上的同享资本和期刊同享,请特殊留意勿做其他不法用处 若有加害您的版权或其他有损您好处的行动,请联系指出,地方会当即进行更正或删除相关内容
论文颁发投稿邮箱:cnwater@vip.163.com
CopyRight (C)2016 中国给水排水杂志社官方网 版权所有津ICP备20004590号