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[1]李捷,袁瑋良,徐驕陽,等.生活垃圾轉運站廚余垃圾滲濾液處理工程實踐[J].中國給水排水,2024,40(8):125-129.
LI Jie,YUANWei-liang,XUJiao-yang,et al.Engineering Practice of Kitchen Waste Leachate Treatment in a Domestic Waste Transfer Station[J].China Water & Wastewater,2024,40(8):125-129.點擊復制
生活垃圾轉運站廚余垃圾滲濾液處理工程實踐
中國給水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第40卷 期數(shù): 2024年第8期 頁碼: 125-129 欄目: 出版日期: 2024-04-17
Title:Engineering Practice of Kitchen Waste Leachate Treatment in a Domestic Waste Transfer Station
作者:李捷1， 袁瑋良2， 徐驕陽2， 馬祥2， 吳瀟2， 徐冬喜2（1.南京環(huán)境集團有限公司，江蘇 南京 210000；2.中國市政工程華北設計研究總院有限公司 江蘇分公司，江蘇 南京 210000）
Author(s):LI Jie1， YUAN Wei-liang2， XU Jiao-yang2， MA Xiang2， WU Xiao2， XU Dong-xi2（1. Nanjing Environment Group Co. Ltd.， Nanjing 210000， China； 2. Jiangsu Branch， North China Municipal Engineering Design & Research Institute Co. Ltd.， Nanjing 210000， China）
關鍵詞:生活垃圾轉運站; 廚余垃圾滲濾液; 厭氧反應器; MBR工藝; 臭氧催化氧化; 管式超濾膜
Keywords:domestic waste transfer station; kitchen waste leachate; anaerobic reactor; MBR process; ozone catalytic oxidation; tubular ultrafiltration membrane
摘要:以南京市某生活垃圾轉運站的廚余垃圾滲濾液處理為例，介紹了預處理+厭氧+MBR（兩級A/O+超濾）+臭氧催化氧化處理工藝在廚余垃圾滲濾液處理中的應用情況。預處理階段采用疊螺脫水機、隔油池及氣浮裝置去除滲濾液中大量的懸浮物及油脂等物質，再通過厭氧反應器降低滲濾液中的有機物濃度，厭氧出水進入MBR系統(tǒng)進一步去除有機物、氮、磷等污染物；深度處理段采用臭氧催化氧化作為保障措施。該項目預處理段對懸浮物、動植物油、TP的去除率分別為92.4%、88.1%、87.9%，生化處理段對COD、NH3-N、TN的去除率分別為99.0%、97.5%、93.4%，主要出水指標可達到《污水排入城鎮(zhèn)下水道水質標準》（GB/T 31962—2015）中的B級限值規(guī)定。
Abstract:Taking the kitchen waste treatment in a domestic waste transfer station in Nanjing as an example, the application of a combined treatment process including pre?treatment, anaerobic, MBR (two-stage A/O and MBR) and ozone catalytic oxidation is introduced. In the pre-treatment stage, a stack dehydrator, an oil trap and an air flotation device are used to remove large amounts of SS and grease in the leachate. The anaerobic process is used to remove organic content in leachate, and then the anaerobic effluent entered MBR to further remove the pollutants such as organic matter, nitrogen and phosphorus. Finally, ozone catalytic oxidation is used as a safeguard measure in the advanced treatment process. In this project, the removal rates of suspended solids, animal and vegetable oil, and TP in pre-treatment stage are 92.4%, 88.1% and 87.9%, respectively. The removal rates of COD, NH3-N and TN in biochemical treatment section are 99.0%, 97.5% and 93.4%, respectively. The effluent quality could meet the standard of level B of Wastewater Quality Standards for Discharge to Municipal Sewers (GB/T 31962-2015)．
更新日期/Last Update: 2024-04-17
[1]李捷,袁瑋良,徐驕陽,等.生活垃圾轉運站廚余垃圾滲濾液處理工程實踐[J].中國給水排水,2024,40(8):125-129.
LI Jie,YUANWei-liang,XUJiao-yang,et al.Engineering Practice of Kitchen Waste Leachate Treatment in a Domestic Waste Transfer Station[J].China Water & Wastewater,2024,40(8):125-129.
點擊復制
LI Jie,YUANWei-liang,XUJiao-yang,et al.Engineering Practice of Kitchen Waste Leachate Treatment in a Domestic Waste Transfer Station[J].China Water & Wastewater,2024,40(8):125-129.
生活垃圾轉運站廚余垃圾滲濾液處理工程實踐
中國給水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第40卷 期數(shù): 2024年第8期 頁碼: 125-129 欄目: 出版日期: 2024-04-17
- Title:
- Engineering Practice of Kitchen Waste Leachate Treatment in a Domestic Waste Transfer Station
- Keywords:
- domestic waste transfer station; kitchen waste leachate; anaerobic reactor; MBR process; ozone catalytic oxidation; tubular ultrafiltration membrane
- 摘要:
- 以南京市某生活垃圾轉運站的廚余垃圾滲濾液處理為例，介紹了預處理+厭氧+MBR（兩級A/O+超濾）+臭氧催化氧化處理工藝在廚余垃圾滲濾液處理中的應用情況。預處理階段采用疊螺脫水機、隔油池及氣浮裝置去除滲濾液中大量的懸浮物及油脂等物質，再通過厭氧反應器降低滲濾液中的有機物濃度，厭氧出水進入MBR系統(tǒng)進一步去除有機物、氮、磷等污染物；深度處理段采用臭氧催化氧化作為保障措施。該項目預處理段對懸浮物、動植物油、TP的去除率分別為92.4%、88.1%、87.9%，生化處理段對COD、NH3-N、TN的去除率分別為99.0%、97.5%、93.4%，主要出水指標可達到《污水排入城鎮(zhèn)下水道水質標準》（GB/T 31962—2015）中的B級限值規(guī)定。
- Abstract:
- Taking the kitchen waste treatment in a domestic waste transfer station in Nanjing as an example, the application of a combined treatment process including pre?treatment, anaerobic, MBR (two-stage A/O and MBR) and ozone catalytic oxidation is introduced. In the pre-treatment stage, a stack dehydrator, an oil trap and an air flotation device are used to remove large amounts of SS and grease in the leachate. The anaerobic process is used to remove organic content in leachate, and then the anaerobic effluent entered MBR to further remove the pollutants such as organic matter, nitrogen and phosphorus. Finally, ozone catalytic oxidation is used as a safeguard measure in the advanced treatment process. In this project, the removal rates of suspended solids, animal and vegetable oil, and TP in pre-treatment stage are 92.4%, 88.1% and 87.9%, respectively. The removal rates of COD, NH3-N and TN in biochemical treatment section are 99.0%, 97.5% and 93.4%, respectively. The effluent quality could meet the standard of level B of Wastewater Quality Standards for Discharge to Municipal Sewers (GB/T 31962-2015)．
更新日期/Last Update: 2024-04-17
