Environmental Assessment Idaho National Engineering Laboratory Low-Level and Mixed Waste Processing
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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. -
Municipal Incinerated Bottom Ash (MIBA) Characteristics and Potential for Use in Road Pavements Lynn, Ciarán J.; Ghataora, Gurmel S.; Dhir, Ravindra
University of Birmingham Municipal incinerated bottom ash (MIBA) characteristics and potential for use in road pavements Lynn, Ciarán J.; Ghataora, Gurmel S.; Dhir, Ravindra DOI: 10.1016/j.ijprt.2016.12.003 License: Other (please provide link to licence statement Document Version Publisher's PDF, also known as Version of record Citation for published version (Harvard): Lynn, CJ, Ghataora, GS & Dhir, R 2017, 'Municipal incinerated bottom ash (MIBA) characteristics and potential for use in road pavements', International Journal of Pavement Research and Technology, vol. 10, no. 2, pp. 185- 201. https://doi.org/10.1016/j.ijprt.2016.12.003 Link to publication on Research at Birmingham portal General rights Unless a licence is specified above, all rights (including copyright and moral rights) in this document are retained by the authors and/or the copyright holders. The express permission of the copyright holder must be obtained for any use of this material other than for purposes permitted by law. •Users may freely distribute the URL that is used to identify this publication. •Users may download and/or print one copy of the publication from the University of Birmingham research portal for the purpose of private study or non-commercial research. •User may use extracts from the document in line with the concept of ‘fair dealing’ under the Copyright, Designs and Patents Act 1988 (?) •Users may not further distribute the material nor use it for the purposes of commercial gain. Where a licence is displayed above, please note the terms and conditions of the licence govern your use of this document. -
Utilisation of Two-Stage Waste Incinerator Bottom Ash As a Cement Substitute in Concrete
Waste Management and the Environment III 85 Utilisation of two-stage waste incinerator bottom ash as a cement substitute in concrete F. Kokalj & N. Samec University of Mariboru, Faculty of Mechanical Engineering, Slovenia Abstract Waste incineration still seems to be an essential technology in the concept of integrated waste management. However, the desirable quantity of waste incineration residue needs to be as low as possible. Therefore, related optimization of two-stage waste incineration technology has been performed with the main goal of producing lower amounts of boiler ash, fly ash and flue gas-treatment residue, all classified as hazardous waste. Most of the combustion residue should be incinerator bottom ash. Tests were performed on light fraction of municipal solid waste in a two-stage pilot scale waste incineration plant. The goal of this investigation is to present utilisation possibilities of waste light fraction incineration bottom ash as a cement substitute in concrete. The produced incinerator bottom ash, formed in the primary chamber of the two- stage incinerator, was analysed, tested and compared to other incinerator bottom ashes and cement. High resemblance of investigated bottom ash to cement was determined compared to other bottom ashes. Compressive and flexural strength and slump test were performed to characterise incinerator bottom ash and cement mixtures in concrete. It was found that after 28 days the flexural and compressive strengths of the binder linearly gradually decreases. The results show that it is possible to substitute 15 wt% of cement where low strength concrete is required. Keywords: incinerator bottom ash, waste incineration, two-stage incinerator, concrete. -
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. -
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. -
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+. -
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. -
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. -
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%. -
After Incineration: the Toxic Ash Problem
AFTER INCINERATION: THE TOXIC ASH PROBLEM IPEN Dioxin, PCBs and Waste Working Group Re-print from April 2005 Report IPEN is a leading global network of 700 non-governmental organizations (NGOs) working in more than 100 developing countries and countries with economies in transition. IPEN works to establish and implement safe chemicals policies and practices to protect human health and the environment. It does this by building the capacity of its member organizations to implement on-the-ground activities, learn from each other’s work, and work at the international level to set priorities and achieve new policies. Its mission is a toxics-free future for all. For more information about IPEN see: www. ipen.org After Incineration: The Toxic Ash Problem – IPEN Dioxin, PCBs and Waste WG After Incineration: The Toxic Ash Problem IPEN Dioxin, PCBs and Waste Working Group Re-print from April 2005 Report Prague – Manchester 1 After Incineration: The Toxic Ash Problem – IPEN Dioxin, PCBs and Waste WG Acknowledgements Contributors Jindrich Petrlik, MSc Arnika Association - Toxics and Waste Programme Chlumova 17 Prague 3, CZ-130 00 Czech Republic e-mail: [email protected] tel. + fax No.: +420.222 781 471 http://english.arnika.org Ralph Anthony Ryder Communities Against Toxics PO Box 29, Ellesmere Port, Cheshire, CH66 3TX United Kingdom http://www.communities-against-toxics.org.uk With additional contributions from: Arne Schoevers, Waste and Environment, Netherlands Milan Havel, MSc, Arnika - Toxics and Waste Programme, Czech Republic IPEN also acknowledges the essential help of Arnika staff members, Hana Kuncova, Martin Skalsky, Lenka Maskova and Kristina Beranova in the preparation of this report and Pat Costner, Senior Science Advisor, IPEN, USA. -
Incineration Fly Ash and Its Treatment to Possible Utilization: a Review
energies Review Incineration Fly Ash and Its Treatment to Possible Utilization: A Review Altaf Hussain Kanhar, Shaoqing Chen and Fei Wang * State Key Laboratory of Clean Energy Utilization, Zhejiang University, Hangzhou 310027, China; [email protected] (A.H.K.); [email protected] (S.C.) * Correspondence: [email protected]; Tel.: +86-571-87952628; Fax: +86-571-87952438 Received: 29 October 2020; Accepted: 9 December 2020; Published: 17 December 2020 Abstract: Incineration has gained popularity over landfill as a key solution for the reduction of massively increasing volumes of municipal solid waste (MSW) generation worldwide and in particular China. However, it is not the end solution. The disposal of the incineration residues, which are enriched with a wide range of heavy metals and soluble salts, has become a challenge for the environmental managers. The aim of this study was to review the increasing urbanization and its repercussion on waste generation in China; waste management options were compared for possible environmentally friendly considerations. Treatment techniques of incineration fly ash were discussed to determine the effectiveness of obtaining environmentally stable material, and, finally, possible applications of incineration fly ash for utilization were discussed based on identifying the processing suitability, performance and environmental impact of incineration fly ash for its applications. Keywords: municipal solid waste; incineration; fly ash; urbanization; heavy metals; treatment techniques 1. Introduction In 2016, around 2.01 billion tons of solid waste was generated worldwide. With increasing population, urban expansion and industrialization, the annual waste generation is expected to increase by 70% in the coming two decades [1]. Chinese urban expansion is increasing year by year and so is the generation of municipal solid waste. -
Development Team
Paper No: 11 Solid and Hazardous Waste Management Module: 12 Waste Processing – Volume reduction Development Team Prof. R.K. Kohli Principal Investigator & Prof. V.K. Garg &Prof.AshokDhawan Co- Principal Investigator Central University of Punjab, Bathinda Dr. Yogalakshmi K. N., Paper Coordinator Central University of Punjab, Bathinda Dr. Rajesh Banu., Content Writer Anna University Regional Centre Tirunelveli Content Reviewer Dr. Yogalakshmi K. N., Central University of Punjab, Bathinda Anchor Institute Central University of Punjab 1 Solid and Hazardous Waste Management Environmental Sciences Waste Processing – Volume reduction Description of Module Subject Name Environmental Sciences Paper Name Solid and Hazardous Waste Management Module Name/Title Waste Processing – Volume reduction Module Id EVS/SHWM-XI/12 Pre-requisites Basic knowledge on To minimize the amount of solid waste material to be processed at the dumping site. Objectives To increase the efficiency of collection and disposal of solid wastes. To enhance the durability of dumping sites. Finally, to prepare the economic viability of solid waste management system. Keywords Waste processing, volume reduction, mechanical, compactors, balers, pelletization 2 Solid and Hazardous Waste Management Environmental Sciences Waste Processing – Volume reduction Module 1: Learning Objectives: To minimize the amount of solid waste material to be processed at the dumping site. To increase the efficiency of collection and disposal of solid wastes. To enhance the durability of dumping sites. Finally, to prepare the economic viability of solid waste management system. Volume reduction Volume reduction is a type of waste processing where the nature of the waste is altered physically. It is one of the essential steps in waste management system.