A pilot-scale comparative study of bioreactor landfills for leachate decontamination and municipal solid waste stabilization

被引:53
作者
Gu, Zhepei [1 ]
Chen, Weiming [1 ]
Wang, Fan [1 ]
Li, Qibin [1 ]
机构
[1] Southwest Jiaotong Univ, Fac Geosci & Environm Engn, Chengdu, Peoples R China
关键词
Bioreactor landfill; Pilot study; Municipal solid waste stabilization; Leachate decontamination; AEROBIC BIOREACTOR; METHANE PRODUCTION; NITROGEN REMOVAL; PRE-AERATION; ENHANCEMENT; SETTLEMENT; RECIRCULATION; MANAGEMENT; MECHANISM; EMISSIONS;
D O I
10.1016/j.wasman.2019.12.023
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Many studies have sought to optimize operation parameters and enhance the treatment capacity of bioreactor landfills (BL) under ideal laboratory conditions. At pilot scale, conclusions drawn from laboratory-scale experiments will be different due to variations in actual landfill composition and changes in environmental conditions. However, comparative pilot-scale studies of traditional anaerobic landfills (AnL) and BLs are rare. In this study, three pilot-scale landfills, including an AnL, anaerobic BL (AnBL) and semi-aerobic BL (SABL), were monitored to examine the difference in performance at different scales and among types of landfills. Settlement amount followed the order SABL (25.45 cm) > AnBL (18.67 cm) > AnL (14.38 cm). Decomposition of organic matter (i.e., volatile fatty acids) was more rapid in SABL than in the other landfills and no hydrolytic acidification period was observed. Therefore, among the three landfills, SABL entered the methanogenic stage in a much shorter time and MSW stabilization was accelerated due to this landfill's unique combination of aerobic-anoxic-anaerobic ambient. In addition, NH4+-N concentration in leachate from the SABL (similar to 19.96 mg/L) was substantially lower than from AnL (338.28 mg/L) and AnBL (233.22 mg/L), and SABL leachate exhibited the least chloride pollution risk. This study provides theoretical support and strong evidence for using SABLs to treat MSW in practical applications. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:113 / 121
页数:9
相关论文
共 42 条
[1]  
[Anonymous], 4282013 CJT
[2]  
[Anonymous], 2005, Standard methods for the examination of water and waste- water
[3]   Leachate characterization in semi-aerobic and anaerobic sanitary landfills: A comparative study [J].
Aziz, Shuokr Qarani ;
Aziz, Hamidi Abdul ;
Suffian, Mohd ;
Bashir, Mohammed J. K. ;
Umar, Muhammad .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2010, 91 (12) :2608-2614
[4]   BACTERIAL POPULATION DEVELOPMENT AND CHEMICAL CHARACTERISTICS OF REFUSE DECOMPOSITION IN A SIMULATED SANITARY LANDFILL [J].
BARLAZ, MA ;
SCHAEFER, DM ;
HAM, RK .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1989, 55 (01) :55-65
[5]  
Cossu R, 2019, SOLID WASTE LANDFILLING: CONCEPTS, PROCESSES, TECHNOLOGIES, P831
[6]   Biogas production enhancement using semi-aerobic pre-aeration in a hybrid bioreactor landfill [J].
Cossu, Raffaello ;
Morello, Luca ;
Raga, Roberto ;
Cerminara, Giulia .
WASTE MANAGEMENT, 2016, 55 :83-92
[7]   Research on complexation ability, aromaticity, mobility and cytotoxicity of humic-like substances during degradation process by electrochemical oxidation [J].
Deng, Yang ;
Chen, Nan ;
Feng, Chuanping ;
Chen, Fangxin ;
Wang, Haishuang ;
Feng, Zhengyuan ;
Zheng, Yuhan ;
Kuang, Peijing ;
Hu, Weiwu .
ENVIRONMENTAL POLLUTION, 2019, 251 :811-820
[8]   Treatment of mechanically sorted organic waste by bioreactor landfill: Experimental results and preliminary comparative impact assessment with biostabilization and conventional landfill [J].
Di Maria, Francesco ;
Micale, Caterina ;
Sisani, Luciano ;
Rotondi, Luca .
WASTE MANAGEMENT, 2016, 55 :49-60
[9]   Waste settlement in bioreactor landfill models [J].
Elagroudy, Sherien A. ;
Abdel-Razik, Mohamed H. ;
Warith, Mostafa A. ;
Ghobrial, Fikry H. .
WASTE MANAGEMENT, 2008, 28 (11) :2366-2374
[10]   MICROBIAL ACTIVITY IN SANITARY LANDFILLS - A POSSIBLE SOURCE OF THE HUMIC SUBSTANCES IN GROUNDWATER [J].
FILIP, Z ;
SMEDHILDMANN, R .
WATER SCIENCE AND TECHNOLOGY, 1988, 20 (03) :55-59