Leaching from Municipal Solid Waste Incineration Residues
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The Behaviour of Mine Tailings During Hydraulic Deposition by G
The behaviour of mine tailings during hydraulic deposition by G. E. BLlGHT*. Pr.Eng.. Ph.D.. D.Sc.(Eng.). F.S.A.I.C.E. and G. M. BENTELt. M.Sc.(Eng.). Grad. S.A.I.C.E. SYNOPSIS The environmentally acceptable disposal of fine-particled mining and industrial wastes by the formltion of hydraul- ic-fill slimes dams is becoming an increasingly important aspect of the total mining endeavour. Relatively little is known of the behaviour of waste slurries during deposition. This paper describes and analyses the following aspects of slurry behaviour: (i) the relationship between viscosity, shear strength, and water content, (ii) the slope assumed by a thickened slurry, (iii) particle-size sorting on a hydraulic-fill beach, (iv) gradients of hydraulic-fill beaches, and (v) internal erosion during the deposition of slurry. SAMEVATTING Die wegdoening van mynbou- en nywerheidsafval met bale fyn partikels deur die vorming van hidroulies gevulde slykdamme, wat vir die omgewing aanvaarbaar is, word 'n al hoe belangriker aspek van die totale mynboupoging. Dur is betreklik min bekend oor die gedrag van afvalflodders tydens afsetting. Hierdie referaat beskryf en ontleed die volgende aspekte van die gedrag van flodder: (i) die verhouding tussen viskositeit, skuifsterkte en waterinhoud, (ii) die helling wat 'n verdikte flodder inneem, (iii) partikelgroottesortering op 'n hidroulies gevulde strand, (iv) gradient van hidroulies gevulde strande, en (v) inwendige erosie tydens die afsetting van flodder. Introduction TABLE I SELECTED INFORMATION ON RATES OF PRODUCTION OF MINING The disposal of fine-grained mining and industrial WASTE wastes by the formation of hydraulic-fill tailings dams is becoming a design and construction activity of ever- Product mined Region producing Dry solid waste waste produced per year increasing scale and importance to the mining industry. -
Licensed Municipal Solid Waste Landfills County Facility Name
Licensed Municipal Solid Waste Landfills County Facility Name (place ID#) Facility Type Secondary Id Address Phone No. Ashtabula Geneva Landfill (54419) Municipal Solid Waste Landfill MSWL018758 4339 Tuttle Rd, Geneva, 44041 440‐466‐8804 Athens Athens‐Hocking Reclamation Center (3078) Municipal Solid Waste Landfill MSWL018746 17970 US Rte 33, Nelsonville, 45764 740‐385‐6019 Brown Rumpke Waste Inc Brown County Landfill (3916) Municipal Solid Waste Landfill MSWL018788 9427 Beyers Rd, Georgetown, 45121 513‐851‐0122 Clinton Wilmington Sanitary Landfill (6451) Municipal Solid Waste Landfill MSWL018744 397 S Nelson Ave, Wilmington, 45177 937‐382‐6474 Coshocton Coshocton Landfill Inc (7032) Municipal Solid Waste Landfill MSWL018823 19469 County Rd No 7, Coshocton, 43812 740‐787‐2327 Crawford Crawford County Landfill (7270) Municipal Solid Waste Landfill MSWL018774 5128 Lincoln Hwy East, Bucyrus, 44820 513‐851‐0122 Defiance Defiance County Sanitary Landfill (12919) Municipal Solid Waste Landfill MSWL018764 13207 Canal Rd, Defiance, 43512 419‐782‐5442 Erie Erie County Sanitary Landfill (13359) Municipal Solid Waste Landfill MSWL018741 10102 Hoover Road, Milan, 44846 419‐433‐5023 Fairfield Republic Services Pine Grove Regional Facility (13668) Municipal Solid Waste Landfill MSWL018818 5131 Drinkle Rd SW, Amanda, 43102 740‐969‐4487 Franklin SWACO Franklin County Sanitary Landfill (15005) Municipal Solid Waste Landfill MSWL018803 3851 London Groveport Rd, Grove City, 43123 614‐871‐5100 Gallia Gallia County Landfill (16671) Municipal Solid Waste Landfill -
Evaluation of Azeotropic Dehydration for the Preservation of Shrimp. James Edward Rutledge Louisiana State University and Agricultural & Mechanical College
Louisiana State University LSU Digital Commons LSU Historical Dissertations and Theses Graduate School 1969 Evaluation of Azeotropic Dehydration for the Preservation of Shrimp. James Edward Rutledge Louisiana State University and Agricultural & Mechanical College Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_disstheses Recommended Citation Rutledge, James Edward, "Evaluation of Azeotropic Dehydration for the Preservation of Shrimp." (1969). LSU Historical Dissertations and Theses. 1689. https://digitalcommons.lsu.edu/gradschool_disstheses/1689 This Dissertation is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Historical Dissertations and Theses by an authorized administrator of LSU Digital Commons. For more information, please contact [email protected]. This dissertation has been 70-9089 microfilmed exactly as received RUTLEDGE, James Edward, 1941- EVALUATION OF AZEOTROPIC DEHYDRATION FOR THE PRESERVATION OF SHRIMP. The Louisiana State University and Agricultural and Mechanical College, PhJD., 1969 Food Technology University Microfilms, Inc., Ann Arbor, Michigan Evaluation of Azeotropic Dehydration for the Preservation of Shrimp A Dissertation Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Doctor of Philosophy in The Department of Food Science and Technology by James Edward Rutledge B.S., Texas A&M University, 1963 M.S., Texas A&M University, 1966 August, 1969 ACKNOWLEDGMENT The author wishes to express his sincere appreciation to his major professor, Dr, Fred H. Hoskins, for the guidance which he supplied not only in respect to this dissertation but also in regard to the author’s graduate career at Louisiana State University, Gratitude is also extended to Dr. -
Assessment of End-Of-Life Opportunities for Reverse Osmosis
Assessment of End-of-Life Opportunities for Reverse Osmosis Membranes Will Lawler A thesis in fulfilment of the requirements for the degree of Doctor of Philosophy School of Chemical Engineering Faculty of Engineering March 2015 i. Abstract Reverse osmosis (RO) membranes are now core to modern desalination processes and are widely used around the world. Based on the increasing number of desalination plants, and the finite lifespan of the membranes, the resulting number of used RO modules to be discarded is becoming a critical challenge. The overall aim of this study is to identify, develop and assess alternative end-of-life options for used RO elements and investigate the associated technical readiness, environmental impact, financial considerations and legislative challenges. The assessed end-of-life alternatives include, direct reuse of the old membranes within lower throughput systems; chemical conversion into porous, ultrafiltration (UF) like filters; direct reuse or recycling of the various module components; various energy recovery techniques, and landfill disposal. The results show that direct reuse is a promising application that can be utilised with minimal additional treatment or infrastructure; however, module storage techniques are a critical consideration, particularly as membrane drying has a significant and irreversible impact on membrane performance due to pore collapse in the polysulfone support layer. The method for chemical conversion with controlled exposure to NaOCl has been optimised, resulting in promising organic and virus removal properties, comparable to commercially available 10 – 30 kDa molecular weight cut off UF membranes; however, there was significant variation in hydraulic performance, ranging from 8 – 400 L.m-2.h-1.bar-1. -
Flash Column Chromatography Guide
8.9 - Flash Column Chromatography Guide Overview: Flash column chromatography is a quick and (usually) easy way to separate complex mixtures of compounds. We will be performing relatively large scale separations in 5.301, around 1.0 g of compound. Columns are often smaller in scale than this and some of you will experience these once you move into the research lab. Column chromatography uses the same principles discussed in the TLC Handout, but can be used on a preparative scale. We are running flash columns since we will use compressed air to push the solvent through the column. This not only helps provide better separation, but also cuts down the amount of time required to run a column. Reading: For an excellent description, see LLP pages 205 - 214. Preparing and Running a Flash Column: 1) Determine the dry, solvent-free weight of the mixture that you want to separate. 2) Determine the solvent system for the column by using TLC (see TLC Handout). You should aim for Rf values between 0.2 and 0.3. If your mixture is complicated then this may not be possible. In complex cases, you will probably have to resort to gradient elution. This simply means that you increase the polarity of the solvent running through the column (eluent) throughout the course of the purification. This technique will be described in more detail later in the handout, but for the TLC analysis you should determine which solvent systems put the different spots in the 0.2 to 0.3 Rf range. 3) Determine the method of application to the column. -
Safe Use of Wastewater in Agriculture: Good Practice Examples
SAFE USE OF WASTEWATER IN AGRICULTURE: GOOD PRACTICE EXAMPLES Hiroshan Hettiarachchi Reza Ardakanian, Editors SAFE USE OF WASTEWATER IN AGRICULTURE: GOOD PRACTICE EXAMPLES Hiroshan Hettiarachchi Reza Ardakanian, Editors PREFACE Population growth, rapid urbanisation, more water intense consumption patterns and climate change are intensifying the pressure on freshwater resources. The increasing scarcity of water, combined with other factors such as energy and fertilizers, is driving millions of farmers and other entrepreneurs to make use of wastewater. Wastewater reuse is an excellent example that naturally explains the importance of integrated management of water, soil and waste, which we define as the Nexus While the information in this book are generally believed to be true and accurate at the approach. The process begins in the waste sector, but the selection of date of publication, the editors and the publisher cannot accept any legal responsibility for the correct management model can make it relevant and important to any errors or omissions that may be made. The publisher makes no warranty, expressed or the water and soil as well. Over 20 million hectares of land are currently implied, with respect to the material contained herein. known to be irrigated with wastewater. This is interesting, but the The opinions expressed in this book are those of the Case Authors. Their inclusion in this alarming fact is that a greater percentage of this practice is not based book does not imply endorsement by the United Nations University. on any scientific criterion that ensures the “safe use” of wastewater. In order to address the technical, institutional, and policy challenges of safe water reuse, developing countries and countries in transition need clear institutional arrangements and more skilled human resources, United Nations University Institute for Integrated with a sound understanding of the opportunities and potential risks of Management of Material Fluxes and of Resources wastewater use. -
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. -
Five Facts About Incineration Five Facts About Incineration
Five facts about incineration Five facts about incineration Across the globe, cities are looking for ways to improve their municipal solid waste systems. In the search for services that are affordable, green and easy to implement, many cities are encouraged to turn to waste-to-energy (WtE) technologies, such as incineration.1 But, as found in WIEGO’s Technical Brief 11 (Waste Incineration and Informal Livelihoods: A Technical Guide on Waste-to-Energy Initiatives by Jeroen IJgosse), incineration is far from the perfect solution and, particularly in the Global South, can be less cost-effective, more complicated and can negatively impact the environment and informal waste workers’ livelihoods. Below, we have collected the top five issues highlighted in the study that show why this technology is a risky choice: 1. Incineration costs more than recycling. How incineration may be promoted: Incineration is a good economic decision because it reduces the costs associated with landfill operations while also creating energy that can be used by the community. The reality: • In 2016, the World Energy Council reported that, “energy generation from waste is a costly option, in comparison with other established power generation sources.” • Setting up an incineration project requires steep investment costs from the municipality. • For incineration projects to remain financially stable long-term, high fees are required, which place a burden on municipal finances and lead to sharp increases in user fees. • If incinerators are not able to collect enough burnable waste, they will burn other fuels (gas) instead. Contract obligations can force a municipality to make up the difference if an incinerator doesn’t burn enough to create the needed amount of energy. -
Sanitary Engineering
Government of Karnataka Department of Technical Education Board of Technical Examinations, Bengaluru Course Title: SANITARY ENGINEERING Credits (L:T:P) : 4:0:0 Total Contact Hours: 52 Course Code: 15CE42T Type of Course: Lectures, Self Study & Credit :04 Core/ Elective: Core Student activities CIE- 25 Marks SEE- 100 Marks Prerequisites: Basic knowledge of environmental science, mathematics. Course Objectives: It aims at enabling the student to understand the urban and rural sanitation. 1. Understand the need of sewage treatment and disposal of a city/town. Course Outcomes: (CO’s) On successful completion of this course, the student will be able to CL Linked Teaching Hrs Course Outcome PO Explain the concept of waste, types of sewage, sewerage system and R/U/A 1,2,3,5,6,8 06 appurtenances. Estimate the quantity CO1 of sewage of a town/city. Analyse the Sewage samples using 1,2,3,4,5,6, standard test procedures and U/A 08 10 CO2 understand the sewerage systems Compute the quantity of storm water flow in different types of surface U/A 2,4,5,6,10 10 CO3 drains and appurtenances. Compare various methods of Sewage 2,3,5,6,7, treatment and sewage/sludge disposal U/A 14 9,,10 CO4 methods. Demonstrate the arrangement of U/A 2,4,5,6,8 06 CO5 sanitary fittings in a building. Identify the sources, effects and 1, preventive measures of air and noise U/A 08 2,5,6,7,10 CO6 pollution. CO7 Suggested activity R/U/A/C 1 to 10 * Total sessions 52 Legend- R; Remember U: Understand Ap: Application Ay: Analysis C:Creation E:Evaluvation *Related to Student activity beyond classroom hours. -
2.2 Sewage Sludge Incineration
2.2 Sewage Sludge Incineration There are approximately 170 sewage sludge incineration (SSI) plants in operation in the United States. Three main types of incinerators are used: multiple hearth, fluidized bed, and electric infrared. Some sludge is co-fired with municipal solid waste in combustors based on refuse combustion technology (see Section 2.1). Refuse co-fired with sludge in combustors based on sludge incinerating technology is limited to multiple hearth incinerators only. Over 80 percent of the identified operating sludge incinerators are of the multiple hearth design. About 15 percent are fluidized bed combustors and 3 percent are electric. The remaining combustors co-fire refuse with sludge. Most sludge incinerators are located in the Eastern United States, though there are a significant number on the West Coast. New York has the largest number of facilities with 33. Pennsylvania and Michigan have the next-largest numbers of facilities with 21 and 19 sites, respectively. Sewage sludge incinerator emissions are currently regulated under 40 CFR Part 60, Subpart O and 40 CFR Part 61, Subparts C and E. Subpart O in Part 60 establishes a New Source Performance Standard for particulate matter. Subparts C and E of Part 61--National Emission Standards for Hazardous Air Pollutants (NESHAP)--establish emission limits for beryllium and mercury, respectively. In 1989, technical standards for the use and disposal of sewage sludge were proposed as 40 CFR Part 503, under authority of Section 405 of the Clean Water Act. Subpart G of this proposed Part 503 proposes to establish national emission limits for arsenic, beryllium, cadmium, chromium, lead, mercury, nickel, and total hydrocarbons from sewage sludge incinerators.