Bioreactor Brochure

Total Page:16

File Type:pdf, Size:1020Kb

Bioreactor Brochure City of Columbia, Missouri Glossary of Terms Questions? Public Works Department Aerobic: living or existing in the presence of oxygen For more information, visit our web page at Airspace: the available space in a cell where trash is placed www.GoColumbiaMo.com (GoLandfill) or call the for disposal Solid Waste Division at 573-874-6290. BIOREACTOR Anaerobic: living or existing in the absence of free oxygen LANDFILL Bioreactor: a controlled landfill or landfill disposal cell MORE INFO: US EPA where liquid and gas conditions are actively managed in WASTE STABILIZATION order to accelerate or enhance biostabilization of waste GENERAL: http://www.epa.gov/garbage/landfill/bioreactors. Biosolids: treated residuals from wastewater treatment htm facilities The City of Columbia Public Works Cell: a contained area of the landfill where waste is SPECIFIC: deposited http://www.epa.gov/epaoswer/nonhw/muncpl/ Department has begun planning for landfill/biowork/index.htm the next sanitary landfill disposal cell. Inorganic: being or composed of matter other than plant As part of this planning process, or animal bioreactor technology is being ACKNOWLEDGEMENTS examined as a means to accelerate LCS: leachate collection system waste biostabilization. We thank the following individuals and Leachate: liquid that filters through MSW organizations for contributions to this brochure. LFG: landfill gas Camp Dresser and McKee Inc. Liner: an engineered impermeable barrier at the bottom of Engineering Consulting Firm the landfill cell to prevent liquid from leaving the landfill University of Missouri Methane: a colorless, odorless, flammable gas produced by Dr. John Bowders decomposition of organic matter Civil Engineering Department MSW: municipal solid waste Organic: relating to or derived from living things (plant or animals), containing carbon compounds City of Columbia Post Closure: covers a regulated (currently 30 years) Public Works Department period after waste is last accepted when the owner is Solid Waste Division financially obligated to maintain the area to the designed P. O. Box 6015 environmental standards Columbia, MO 65205 City of Columbia Seeps: outbreak of liquids Sanitary Landfill, 5700 Peabody Road Public Works Department Solid Waste Division Phone: 573-874-6290 Fax: 573-449-9641 Tel: 573-874-6290 Email: [email protected] Conventional Landfill Design Bioreactor Landfill Design - Wet Cell Missouri Regulations Precipitation Cover WHAT IS A BIOREACTOR • Recirculate leachate System • Add additional liquid LANDFILL? Cover System • Collect gas Horizontal Liquid • Composite Cover Injection/ Gas • Leachate Collection System (LCS) Objective: Extraction Trash • Single Composite Bottom Liner A bioreactor landfill operates to rapidly transform and Degrade and stabilize the Vertical degrade organic waste. The increase in waste degradation waste as rapidly as Liquid Objective: TrTrashash Injection/ Gas and stabilization is accomplished through the addition of possible • Limit infiltration Extraction LCS liquid, and in some cases, air to enhance microbial activity. • Contain leachate (prevent escape LCSLCSLCS Leachate of liquids) Collection HOW IS A BIOREACTOR LANDFILL Bottom System Bottom DIFFERENT FROM Liner Liner CONVENTIONAL LANDFILLS? WASTE STABILIZATION economic potential for beneficial use of methane gas as a green energy source to generate electric and/or direct The principal difference between conventional landfilling Decomposition and biological stabilization of the waste in burn for energy recovery. methods and that of a bioreactor landfill is that current a bioreactor landfill can occur in a much shorter time landfill technology has focused on waste compaction and frame than occurs in a conventional “dry tomb” landfill covering, leaving the waste dry or entombed. By contrast, providing a potential decrease in long-term environ- REDUCE POST CLOSURE AND a bioreactor landfill introduces liquid to accelerate or mental risks, landfill operation and post-closure costs. CARE COSTS enhance waste stabilization. LOWER WASTE TOXICITY Biostabilization is the key to reducing risks. Stable waste Bioreactor is lower in toxicity and mobility. This will decrease Research has shown that municipal solid waste can be the potential long-term environmental risks and landfill rapidly degraded and made less hazardous (due to degra- operating and post-closure costs. Landfill owners are dation of organics and the impounding of inorganics) by responsible to maintain environmentally safe conditions enhancing and controlling the moisture within the landfill of the property for 30 years beyond the end of waste under aerobic and/or anaerobic conditions. acceptance. GAIN IN LANDFILL AIRSPACE SPECIAL CONSIDERATIONS OF A BIOREACTOR Bioreactor landfills have greater waste capacity than • Costs more to construct and operate conventional landfills. Due to the rapid degradation of the • Increased potential for gas emissions due to rapid waste, airspace is recovered, allowing more waste to be waste decomposition added. Think of it like composting. You start out with a Increased potential for odors pile of leaves or grass 3 feet in height, but after the or- • ganic matter decomposes, you are left with a pile height • Landfill’s protective bottom liner could fail under WHY CONSIDER OPERATING A of 6 inches and are able to refill that airspace again, and the extra water weight • Waste column instability due to added liquids BIOREACTOR LANDFILL? possibly again. The same is true for a bioreactor landfill, as the organic matter rapidly decomposes, more waste • Increased potential for fires can be placed in its place. Organics comprise 62% of the The key issues are: waste going into the landfill. (Columbia 1996 Waste • Decomposition and biological stabilization in years vs. WHERE WILL THE LIQUID Characterization Study) COME FROM? decades in “dry tombs” • Lower waste toxicity and mobility due to both aerobic INCREASES THE RATE LANDFILL and anaerobic conditions It is estimated that it will require between 50,000 and GAS IS GENERATED 60,000 gallons of water be added each day to obtain the • A 15 to 40 percent gain in landfill airspace due to an increase in density of waste mass ideal moisture content. Biosolids from Columbia’s An additional benefit of the bioreactor is that it produces Waste Water Treatment Plant could be used in lieu of • Increases landfill gas generation rate landfill gas (LFG) such as methane at an earlier stage in current land farming. Water from on site storm water • Reduced post-closure care the landfill’s life and at an overall much higher rate of basins could be pumped into the waste. Wastewater generation than conventional landfills. This improves the from nearby industry could be used as a water source. .
Recommended publications
  • Municipal Solid Waste Landfill Operation and Management Workbook
    MUNICIPAL SOLID WASTE LANDFILL OPERATION AND MANAGEMENT WORKBOOK Revised April 2018 Preface In many ways, constructing, operating and maintaining a municipal solid waste landfill is similar to constructing, operating, and maintaining a highway, dam, canal, bridge, or other engineered structure. The most important similarity is that landfills, like other engineered structures, must be constructed and operated in a manner that will provide safe, long-term, and reliable service to the communities they serve. Proper design, construction, operation, monitoring, closure and post-closure care are critical because after disposal the waste can be a threat to human health and the environment for decades to centuries. This workbook is intended to provide municipal landfill operators and managers in Wyoming with the fundamental knowledge and technical background necessary to ensure that landfills are operated efficiently, effectively, and in a manner that is protective of human health and the environment. This workbook contains information regarding basic construction and operation activities that are encountered on a routine basis at most landfills. The basic procedures and fundamental elements of landfill permitting, construction management, monitoring, closure, post-closure care, and financial assurance are also addressed. The workbook includes informative tips and information that landfill operators and managers can use to conserve landfill space, minimize the potential for pollution, reduce operating costs, and comply with applicable rules and regulations. In addition to this workbook, operators and managers need to become familiar with the Wyoming Solid Waste Rules and Regulations applicable to municipal solid waste. The DEQ also provides numerous guidelines that may help understand regulatory requirements in more detail.
    [Show full text]
  • Numerical Model of Leachate Recirculation in Bioreactor Landfills
    water Article Numerical Model of Leachate Recirculation in Bioreactor Landfills with High Kitchen Waste Content Peng Zhang , Hailong Liu * , Xingyao Jiang, Hao Lv, Chunyi Cui and Zhen Huyan Department of Civil Engineering, Dalian Maritime University, Dalian 116026, China; [email protected] (P.Z.); [email protected] (X.J.); [email protected] (H.L.); [email protected] (C.C.); [email protected] (Z.H.) * Correspondence: [email protected] Abstract: Surface spraying, horizontal trenches, and vertical wells are the most common leachate recirculation system used at landfills in engineering practice. In order to quantify the efficiency of the three aforementioned recirculation systems, a hydro–biochem–mechanical-coupled model was developed in the present work, which can describe hydrodynamic and biochemical behaviors in food-waste-rich landfills. A typical landfill cell was modeled in COMSOL. The results indicate that leachate recirculation can accelerate the decomposition of municipal solid waste (MSW) with food- rich waste content, relieving acidification, improving gas generation efficiency, and consequently, increasing the early settlement in landfills. Keywords: municipal solid waste; landfill; leachate treatment; coupled model; numerical simulation Citation: Zhang, P.; Liu, H.; Jiang, X.; 1. Introduction Lv, H.; Cui, C.; Huyan, Z. Numerical Disposing of municipal solid waste (MSW) has been a worldwide environmental Model of Leachate Recirculation in issue for decades. Landfilling is a commonly used MSW management method all around Bioreactor Landfills with High the world [1,2]. Due to the biochemical reaction of degradable components in MSW, the Kitchen Waste Content. Water 2021, releasing of polluted leachate and landfill gas will be a long-term process that may take 13, 1750.
    [Show full text]
  • Bioreactor Landfills: Experimental and Field Results
    Waste Management 22 (2002) 7–17 www.elsevier.nl/locate/wasman Bioreactor landfills: experimental and field results Mostafa Warith Ryerson Polytechnic University, 350 Victoria Street, Toronto, Ontario, Canada M5B 2K3 Received 8 August 2000; received in revised form 29 January 2001; accepted 31 January 2001 Abstract Bioreactor landfills allow a more active landfill management that recognizes the biological, chemical and physical processes involved in a landfill environment. This paper presents the results of an experimental study carried out to determine the effect of solid waste size, leachate recirculation and nutrient balance on the rate of municipal solid waste (MSW) biodegradation. Higher rates of MSW biodegradation eventually cause a reduction of the contaminant life span of the landfill and decrease in the cost of long term monitoring. The study indicated that the smaller the size of the MSW the faster the biodegradation rate of the waste. In addition, the paper presents the results of leachate recirculation on solid waste biodegradation in a full-scale landfill site, which is located in Nepean, Ontario, Canada. The leachate was recirculated into the landfilled solid waste for 8 years through infiltration lagoons. Similar results to those obtained in the laboratory scale experiments were noted. The average pH of the leachate in the early stages of recirculation was on the acidic range of the pH scale, however, the pH value was in the range of 7–8 after 2 years of leachate recirculation. The concentration of chloride remained fairly constant at about 1000 mg/l during the leachate recirculation period. A decreasing trend of the organic load, measured as biological oxygen demand and chemical oxygen demand, was observed.
    [Show full text]
  • Joint Technical Document, MSW Landfill B-19, Kettleman Hills
    JOINT TECHNICAL DOCUMENT MSW LANDFILL B-19, KETTLEMAN HILLS FACILITY KINGS COUNTY, CALIFORNIA VOLUME 1 OF 2 June 2016 Prepared for: Chemical Waste Management, Inc. 35251 Old Skyline Road Kettleman City, California 93239 Original prepared by: EMCON/OWT, Inc. 1326 North Market Boulevard Sacramento, California 95834-1912 Project No.: 833760.02000000 JOINT TECHNICAL DOCUMENT MSW LANDFILL B-19, KETTLEMAN HILLS FACILITY KINGS COUNTY, CALIFORNIA PROFESSIONAL ENGINEERING CERTIFICATION This revision to the JTD was prepared under the supervision and direction of the undersigned. This report was prepared consistent with current and generally accepted geologic and environmental consulting principles and practices that are within the limitations provide herein. Scott Sumner, P.E. Engineering Manager, RCE 49769 B-19 JTD JUNE 2016 ii Table of Contents ________________________________________________ Title Page ............................................ ……………………………………………………………………………... i Professional Engineering Certification ……………………………………………………………………………... ii List of Figures ............................................................................................................................................... vii List of Appendices ........................................................................................................................................ vii CalRecycle/SWB Index………………………………………………………………………………………………viii 1.0 Introduction ....................................................................................................................................
    [Show full text]
  • Radioactive Waste
    Radioactive Waste 07/05/2011 1 Regulations 2 Regulations 1. Nuclear Regulatory Commission (NRC) 10 CFR 20 Subpart K. Various approved options for radioactive waste disposal. (See also Appendix F) 10 CFR 35.92. Decay in storage of medically used byproduct material. 10 CFR 60. Disposal of high-level wastes in geologic repositories. 10 CFR 61. Shallow land disposal of low level waste. 10 CFR 62. Criteria and procedures for emergency access to non-Federal and regional low-level waste disposal facilities. 10 CFR 63. Disposal of high-level rad waste at Yucca Mountain, NV 10 CFR 71 Subpart H. Quality assurance for waste packaging and transportation. 10 CFR 72. High level waste storage at an MRS 3 Regulations 2. Department of Energy (DOE) DOE Order 435.1 Radioactive Waste Management. General Requirements regarding radioactive waste. 10 CFR 960. General Guidelines for the Recommendation of Sites for the Nuclear Waste Repositories. Site selection guidelines for a waste repository. The following are not regulations but they provide guidance regarding the implementation of DOE Order 435.1: DOE Manual 435.1-1. Radioactive Waste Management Manual. Describes the requirements and establishes specific responsibilities for implementing DOE O 435.1. DOE Guide 435.1-1. Suggestions and acceptable ways of implementing DOE M 435.1-1 4 Regulations 3. Environmental Protection Agency 40 CFR 191. Environmental Standards for the Disposal of Spent Nuclear Fuel, High-level and Transuranic Radioactive Wastes. Protection for the public over the next 10,000 years from the disposal of high-level and transuranic wastes. 4. Department of Transportation 49 CFR Parts 171 to 177.
    [Show full text]
  • EPA-P1-500, Needham, the Likely Medium to Long-Term Generation
    R&D Technical Report P1-500/1/TR The likely medium to long-term generation of defects in geomembrane liners Environment Agency Likely medium to long-term generation of defects in geomembranes 1 The Environment Agency is the leading public body protecting and improving the environment in England and Wales. It’s our job to make sure that air, land and water are looked after by everyone in today’s society, so that tomorrow’s generations inherit a cleaner, healthier world. Our work includes tackling flooding and pollution incidents, reducing industry’s impacts on the environment, cleaning up rivers, coastal waters and contaminated land, and improving wildlife habitats. Published by: Authors: Environment Agency Needham, A., Gallagher, E., Peggs, I., Howe, G. & Norris, J. Rio House EDGE Consultants UK Ltd, in association with I-Corp International Waterside Drive, Aztec West Inc., Nottingham Trent University and RAPRA Technology Ltd. Almondsbury, Bristol BS32 4UD Tel: 01454 624400 Fax: 01454 624409 Statement of use: This report presents a review of the processes and rates of ISBN: 1 84432 180 0 geomembrane degradation reported from laboratory and field studies. It reviews landfill monitoring data and research © Environment Agency, January 2004 from related fields to predict future rates of defect generation in geomembrane liners, for use in risk and performance All rights reserved. This document may be reproduced assessment of new landfill sites. This report should be used with prior permission of the Environment Agency. in conjunction with the Agency’s guidance on hydrogeological risk assessment for landfills and LandSim This report is printed on Cyclus Print, a 100% recycled v2.5+.
    [Show full text]
  • Permitting of Landfill Bioreactor Operations: Ten Years After the RD&D Rule
    EPA/600/R-14/335| September 2014 | www.epa.gov/ord Permitting of Landfill Bioreactor Operations: Ten Years after the RD&D Rule Office of Research and Development [This page intentionally left blank.] EPA/600/R-14/335 Permitting of Landfill Bioreactor Operations: Ten Years after the RD&D Rule U.S. Environmental Protection Agency Office of Research and Development National Risk Management Research Laboratory Land Remediation and Pollution Control Division Waste Management Branch Cincinnati Ohio Permitting of Landfill Bioreactor Operations: Ten Years after the RD&D Rule EPA/600/R-14/335 Notice This research was funded by the National Risk Management Research Laboratory (NRMRL) of the U.S. Environmental Protection Agency (EPA), Office of Research and Development (ORD) under the Sustainable and Healthy Communities Research Program. This report was prepared by Geosyntec Consultants of Columbia, Maryland under subcontract to RTI International of Research Triangle, North Carolina. Work was performed in accordance with the Performance Work Statement issued by ORD under Task Order #11 of EPA Contract EP-C-11-036. i Permitting of Landfill Bioreactor Operations: Ten Years after the RD&D Rule EPA/600/R-14/335 Foreword The US Environmental Protection Agency (US EPA) is charged by Congress with protecting the Nation’s land, air, and water resources. Under a mandate of national environmental laws, the Agency strives to formulate and implement actions leading to a compatible balance between human activities and the ability of natural systems to support and nurture life. To meet this mandate, US EPA’s research program is providing data and technical support for solving environmental problems today and building a science knowledge base necessary to manage our ecological resources wisely, understand how pollutants affect our health, and prevent or reduce environmental risks in the future.
    [Show full text]
  • An Environmental Evaluation of Landfill Systems Case Study from Two Landfills in South Sweden
    An Environmental Evaluation of Landfill Systems Case Study from Two Landfills in South Sweden Kuang -Ling Hsiao Supervisor Torleif Bramryd Thesis for the fulfilment of the Master of Science in Environmental Science Lund, Sweden, November 2001 ABSTRACT With the increasing environmental cancerns, the demand of waste management is switching from a problem solution to an integrated system of technical, ecological and economical cooperation. The present landfill technologies are the modem landfills, the biocell landfills, and the bioreactor landfills. Though the use of bioreactors techniques, a landfill site is regarded as a biological treatment and therefore is considered to be an alternative for the landfill management. In this study, two landfill sites in south Sweden is addressed for a better understanding of the landfill technologies. The landfill site owned by Sysav Company in Malmö with the modem landfill technology is compared to the other landfill site in Filborna, owned by the Nordvästra Skånes RenhålInings Company, with a bioreactor technology. For a comparison study of the environmental performance by different landfill techniques in each case, an evaluation system is developed. The environmental performance of each case is evaluated with an index consisting of four impact categories, namely air emission, water contamination, ecological impacts and human health risks. A further environmental evaluation is made accordingly. The result of the study shows that both technologies can reach a rather good gas production for energy recovery at present while the bioreactor technology has a better environmental performance campare to the modem landfill technology in a long-term perspective. Moreover, the design of future waste management should not be tied to a single technological solution.
    [Show full text]
  • Chapter 7. Best Practices for Landfill Gas Collection System Design And
    7. Best Practices for Landfill Gas Collection System Design and Installation Photo credits: Advance One Development, Inc. and Smith Gardner, Inc. Landfill owners and operators collect landfill gas (LFG) for various reasons, including using LFG for energy, complying with local/state/federal regulations and controlling odors. Regardless of the motivation, owners and operators want to maximize the amount of LFG that is collected while minimizing the amount lost as fugitive or odorous emissions. In general, minimizing fugitive emissions and maximizing collection efficiency improves environmental benefits such as reducing hazardous and greenhouse gas (GHG) emissions and controlling odors and preventing them from migrating off site. Maximizing collection efficiency also improves economic return for LFG energy projects. This chapter provides an overview of design and installation best practices for a planned The federal New Source Performance Standards and gas collection system (GCS). Advantages and Emission Guidelines (NSPS and EG) and National disadvantages of GCS components as well as Emission Standards for Hazardous Air Pollutants considerations are presented. Owners and (NESHAP) for MSW landfills require landfills that operators that install a GCS can use this exceed the established size and emission thresholds information to better understand options to install a well-designed and well-operated gas collection and control system (GCCS). available and to ensure their GCS is robust and well maintained to minimize surface Although the regulations contain specifications for emissions and system downtime. Each best active collection systems and overall operational practice may not be suited for a particular requirements, they are intended to provide flexibility landfill so application must be determined on and allow innovation, recognizing that site-specific a site-specific basis.
    [Show full text]
  • INTEGRATED SOLID WASTE MANAGEMENT for LOCAL GOVERNMENTS a Practical Guide
    INTEGRATED SOLID WASTE MANAGEMENT FOR LOCAL GOVERNMENTS A Practical Guide Improving solid waste management is crucial for countering public health impacts of uncollected waste and environmental impacts of open dumping and burning. This practical reference guide introduces key concepts of integrated solid waste management and identifi es crosscutting issues in the sector, derived mainly from fi eld experience in the technical assistance project Mainstreaming Integrated Solid Waste Management in Asia. This guide contains over 40 practice briefs covering solid waste management planning, waste categories, waste containers and collection, waste processing and diversion, landfi ll development, landfi ll operations, and contract issues. About the Asian Development Bank ADB’s vision is an Asia and Pacifi c region free of poverty. Its mission is to help its developing member countries reduce poverty and improve the quality of life of their people. Despite the region’s many successes, it remains home to a large share of the world’s poor. ADB is committed to reducing poverty through inclusive economic growth, environmentally sustainable growth, and regional integration. Based in Manila, ADB is owned by members, including from the region. Its main instruments for helping its developing member countries are policy dialogue, loans, equity investments, guarantees, grants, and technical assistance. INTEGRATED SOLID WASTE MANAGEMENT FOR LOCAL GOVERNMENTS A Practical Guide ASIAN DEVELOPMENT BANK 6 ADB Avenue, Mandaluyong City 1550 Metro Manila, Philippines 9 789292 578374 ASIAN DEVELOPMENT BANK www.adb.org Tool Kit for Solid Waste Management in Asian_COVER.indd 1 6/1/2017 5:14:11 PM INTEGRATED SOLID WASTE MANAGEMENT FOR LOCAL GOVERNMENTS A Practical Guide Improving solid waste management is crucial for countering the public health impacts of uncollected waste as well as the environmental impacts of open dumping and burning.
    [Show full text]
  • Compaction Characteristics of Municipal Solid Waste James L
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by DigitalCommons@CalPoly Compaction Characteristics of Municipal Solid Waste 1 2 James L. Hanson, Ph.D., P.E., M.ASCE ; Nazli Yesiller, Ph.D., A.M.ASCE ; Shawna A. Von Stockhausen, 3 4 P.E., M.ASCE ; and Wilson W. Wong, A.M.ASCE Abstract: Compaction characteristics of municipal solid waste �MSW� were determined in the laboratory and in the field as a function of moisture content, compactive effort, and seasonal effects. Laboratory tests were conducted on manufactured wastes using modified and 4X modified efforts. Field tests were conducted at a MSW landfill in Michigan on incoming wastes without modifications to size, shape, or composition, using typical operational compaction equipment and procedures. Field tests generally included higher efforts and resulted in higher unit weights at higher water contents than the laboratory tests. Moisture addition to wastes in the field was more effective in winter than in summer due to dry initial conditions and potential thawing and softening of wastes. The measured parameters in the � / 3 � / 3 laboratory were dmax-mod =5.2 kN m , wopt-mod =65%, dmax-4�mod =6.0 kN m , and wopt-4�mod =56%; in the field with effort were � / 3 � / 3 � dmax-low =5.7 kN m , wopt-low =70%; dmax-high =8.2 kN m , and wopt-high =73%; and in the field with season were dmax-cold / 3 � / 3 =8.2 kN m , wcold =79.5%, dmax-warm =6.1 kN m , and wwarm =70.5%.
    [Show full text]
  • Bioreactor Landfills – an Innovative Technology for Biostabilization of Municipal Solid Waste
    Bioreactor Landfills – An Innovative Technology for Biostabilization of Municipal Solid Waste Nandana Perera, Don Davies, Stantec Consulting Ltd. David van Everdingen, Jasna Hundal, City of Calgary Patrick Hettiaratchi, University of Calgary Outline • Municipal Solid Waste • Waste biostabilization in a landfill • Bioreactor Landfills - Introduction • Conventional vs. Bioreactor Landfills • Case Study – City of Calgary Sustainable Landfill Bio-cell -Design - Construction - Cell filling - Operation/monitoring Municipal Solid Waste • Approximately 70% of the waste currently landfilled is organic - Yard waste (24%), Food waste (20%), Paper (27%) • Up to 75% of MSW generated in the region is disposed to landfills • Decomposition of organic component of MSW in landfills- landfill gas and leachate are generated • Landfills try to reduce impacts from leachate and landfill gas • Conventional landfills use dry tomb approach Waste Biostabilization Phases of MSW Decomposition in a Landfill Bioreactor Landfills – An Introduction • Designed/operated to ensure favourable conditions are created for rapid biodegradation of organic waste, landfills as “treatment vessels” • The most significant factor affecting waste biodegradation - moisture • Leachate recirculation • Operated near the field capacity of the waste • Could be anaerobic, aerobic or a combination Anaerobic Bioreactor Landfill Source: Waste Management Inc. Aerobic Bioreactor Landfill Source: Waste Management Inc. Conventional vs. Bioreactor Landfills • Conventional landfills - “dry tomb” philosophy
    [Show full text]