焦点提醒：中国城镇污水处置厂能耗统计与基准阐发 张羽就，席佳锐，陈玲，宫徽(同济年夜学情况科学与项目学院，上海200092)

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• English上一篇下一篇[1]张羽就,席佳锐,陈玲,等.中国城镇污水处置厂能耗统计与基准阐发[J].中国给水排水,2021,37(8):8-17.　ZHANG Yu-jiu,XI Jia-rui,CHEN Ling,et al.Energy Consumption Statistics and Benchmarking Analysis of Urban Wastewater Treatment Plants (WWTPs) in China[J].China Water & Wastewater,2021,37(8):8-17.点击复制

  中国城镇污水处置厂能耗统计与基准阐发中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第37卷期数:2021年第8期页码:8-17栏目:出书日期:2021-04-17

  Title:

  Energy Consumption Statistics and Benchmarking Analysis of Urban Wastewater Treatment Plants (WWTPs) in China

  作者:

  张羽就，席佳锐，陈玲，宫徽

  (同济年夜学情况科学与项目学院，上海200092)

  Author(s):

  ZHANG Yu-jiu，XI Jia-rui，CHEN Ling,GONG Hui

  (College of Environmental Science and Engineering， Tongji University， Shanghai 200092， China)

  要害词:

  污水处置厂;单元污水处置能耗;能耗基准

  Keywords:

  WWTPs;unit energy consumption of wastewater treatment;energy consumption benchmarking

  摘要:

  基在《城镇排水统计年鉴(2016)》数据，针对全国规模内1 291座城镇污水处置厂的单元能耗，利用归一化方式进行统计阐发，揭露了污水厂范围、处置水量负荷率、水处置工艺、出水尺度和进水COD等身分与单元污水处置能耗的关系，探讨了双身分协同影响下的能耗环境。研究成果注解，我国污水处置厂的单元污水能耗均值为(0.317±0.229) kW·h/m^{3，拔取的五种身分与能耗之间具有显著关系，并具有必然协同效应。连系污水厂本身范围、进水水质和水量负荷等前提，给呈现阶段我国城镇污水处置厂能耗基准表。建议制订阶段性成长计划，短时间内所有污水处置厂均应以单元能耗50%作为能耗基准值，展开污水厂节能降耗工作。跟着运营逐步不变和操作程度上升，将来可采取前25%或10%作为能耗基准值。}

  Abstract:

  Based on energy consumption data of 1 291 wastewater treatment plants (WWTPs) from the China Urban Drainage Statistical Yearbook (2016), energy consumption statistical analysis was conducted with the normalized method, revealing the interaction between energy consumption and various factors including scale, loading rate, treatment process, effluent standard and influent COD of the WWTPs. The interactive effects of two factors were investigated. The total average unit energy consumption was (0.317±0.229) kW·h/m^{3in China. There was a significant relationship between the five selected factors and energy consumption, and there was a certain synergistic effect. A matrix table of China WWTP energy benchmarking was constructed based on scale, influent quality and loading rate. Finally, this research proposed to formulate a phased development plan for WWTP energy management strategies. In the short term, the median value (top 50%) of statics should be set as the benchmarking, and the value of top 25% or 10% should be considered as benchmarking in the long-term plan with the gradual stability of operation and the rise of operation level.}

  类似文献/References:

  [1]王 亮.马来西亚Pantai地埋式污水厂环网供配电布局设想[J].中国给水排水,2018,34(22):63.WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(8):63.[2]侯晓庆,邓 磊,高海英,等.MBR工艺在神定河污水处置厂进级革新项目中的利用[J].中国给水排水,2018,34(22):66.HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(8):66.[3]邱明海.北京市垡头污水处置厂改扩建项目设想手艺方案[J].中国给水排水,2018,34(20):13.QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(8):13.[4]郝二成,郭毅,刘伟岩,等.基在数学摹拟的污水厂运转阐发——建模与体检[J].中国给水排水,2020,36(15):23.HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(8):23.[5]张月,王阳,张雄伟����APP,等.阳泉市污水处置二期项目BARDENPHO工艺设想和运转[J].中国给水排水,2020,36(16):64.ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(8):64.[6]祝新军,蔡芝斌,姚斌,等.绍兴污水处置厂气浮装备的优化革新[J].中国给水排水,2020,36(16):101.ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(8):101.[7]王文明,杨淇椋,蔡依廷,等.MSBR工艺在高排放尺度污水处置厂的利用[J].中国给水排水,2020,36(16):111.WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(8):111.[8]郝二成,郭毅,刘伟岩,等.基在数学摹拟的污水厂运转阐发——节制与优化[J].中国给水排水,2020,36(17):23.HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Control and Optimization[J].China Water & Wastewater,2020,36(8):23.[9]王阳,张月,王晓康,等.高排放尺度下的改进AAO+深度处置项目案例[J].中国给水排水,2020,36(18):56.WANG Yang,ZHANG Yue,WANG Xiao-kang,et al.Project Case of Modified AAO and Advanced Treatment Process under High Emission Standards[J].China Water & Wastewater,2020,36(8):56.[10]郑枫,慕杨,孙逊.MBR工艺用在山东省某污水处置厂扩建项目[J].中国给水排水,2020,36(18):81.ZHENG Feng,MU Yang,SUN Xun.MBR Process Used in Expansion Project of a Sewage Treatment Plant in Shandong Province[J].China Water & Wastewater,2020,36(8):81.

  更新日期/Last Update:2021-04-17

  
  

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