Leachate Ecotoxicity - Characterization and Risk Assessment
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Recipe 2016 V1.1 a Harmonized Life Cycle Impact Assessment Method at Midpoint and Endpoint Level Report I: Characterization
ReCiPe 2016 v1.1 A harmonized life cycle impact assessment method at midpoint and endpoint level Report I: Characterization RIVM Report 2016-0104a RIVM Report 2016-0104 Colophon © RIVM 2017 Parts of this publication may be reproduced, provided acknowledgement is given to: National Institute for Public Health and the Environment, along with the title and year of publication. M.A.J. Huijbregts (author), Radboud University Nijmegen Z.J.N. Steinmann (author), Radboud University Nijmegen P.M.F. Elshout (author), Radboud University Nijmegen G. Stam (author), Radboud University Nijmegen F. Verones (author), NTNU Trondheim M.D.M. Vieira (author), Radboud University Nijmegen, Pré Consultants A. Hollander (author), RIVM M. Zijp (author), RIVM R. van Zelm (author), Radboud University Nijmegen Contact: Anne Hollander RIVM/DMG [email protected] This investigation has been performed by order and for the account of Ministerie IenM, within the framework of Van Afval naar Grondstof This is a publication of: National Institute for Public Health and the Environment P.O. Box 1 | 3720 BA Bilthoven The Netherlands www.rivm.nl/en Page 2 of 201 RIVM Report 2016-0104 Synopsis ReCiPe 2016 v1.1 A harmonized life cycle impact assessment method at midpoint and endpoint level Report I: Characterization Life cycle assessment (LCA) enables the assessment of the pressure a certain (production) process places on the environment. The assessment comprises all phases needed to produce and use a product, from the initial development to the treatment of waste (the total life cycle). The goal of LCA is, for example, to compare alternatives or to identify phases in the production process that place a relatively high level of pressure on the environment. -
Leachate Quantities After Closure of a Landfill
Leachate Quantities after Closure of a Landfill Ali Khatami, Ph.D., P.E., The leachate quantities for SCS Engineers the period of 2010 through 2014 were obtained and Criteria for the solid waste analyzed. The data clearly landfills (40 CFR Part 258 shows a downward trend of or the Subtitle D Federal) leachate quantities following have been around for over 30 closure, as would be years and many municipal expected. Leachate collected solid waste (MSW) landfills from the landfill during have been constructed 2010 was reported on a with lining systems in monthly basis when leachate accordance with the Subtitle quantities after closure were D requirements. However, still high and needed to be very few Subtitle D landfills removed from the facility have been entirely closed for disposal every month. with final covers that include However, leachate quantities a geomembrane barrier layer. rapidly decreased and The significance of the final Glades County Landfill after closing. monthly shipment of leachate covers with geomembrane was no longer necessary; is that percolation of rain Since the landfill was closed in one single construction event, rain water instead, leachate was removed when water into the landfill essentially the storage tank reached a point that stops following completion of the percolation was essentially eliminated almost instantaneously considering the leachate had to be removed and final cover. Assuming the final cover quantities reported. Therefore, the the 20-year time frame the landfill was system remains intact, leachate that data did not have monthly values, but continues to be generated after closure open. It is important to note that the maximum thickness of waste in the clusters of several-months data. -
Guidance for Leachate Recirculation at Municipal Solid Waste Landfills
Guidance for Leachate Recirculation at Municipal Solid Waste Landfills Waste/Solid Waste #5.08 • June 2009 Introduction leachate generation, and thus, potential groundwater quality impacts. This Guidance has been developed to meet three goals: Of the waste in landfills at Minnesota Contents MSWLFs in 2006, approximately 77 1. Provide municipal solid waste percent went to facilities that currently Introduction ............... 1 landfill (MSWLF) owners with the have active gas collection systems History ....................... 1 minimum standards to implement Benefits ..................... 2 (Burnsville, Clay, Crow Wing, East Goals......................... 2 leachate recirculation as a tool in Central, Elk River, Pine Bend, and Spruce Design ....................... 3 managing leachate on-site and Ridge). Also in 2006, 43 percent of the Operation .................. 4 minimizing the long-term impact of waste stream went to facilities that Landfill gas the disposed waste to human health recirculate their leachate (Crow Wing, East management ............. 5 and the environment. Monitoring ................. 5 Central, Elk River, Lyon, Morrison, and Physical monitoring 2. Encourage the control of greenhouse Spruce Ridge). parameters ................ 6 Leachate monitoring gas (GHG) emissions at MSWLFs. parameters ................ 6 3. Encourage the production of energy Gas monitoring parameters ................ 7 from landfill gas as an alternative Reporting................... 8 renewable energy source. Closure...................... 9 Long-term care.......... 9 It is the intention of the Minnesota Contact information ... 9 Pollution Control Agency (MPCA) to approve leachate recirculation through permit reissuance or major permit modification at MSWLFs that meet the minimum guidelines outlined herein. This guidance supersedes any previous policy or guidance on leachate recirculation. Current MSWLF design and operation does not promote the degradation of History disposed organic wastes within a In 2006, almost 1.5 million tons of waste reasonable timeframe. -
Pesticide Waste Leachate Toxicity Evaluation and Hazard Quotient Derivation by Allium Assay
Current World Enviroment Vol. 2(2), 221-224 (2007) Pesticide waste leachate toxicity evaluation and hazard quotient derivation by Allium assay SARVESH and PRABHAKAR P. SINGH Department of Environmental Sciences, Dr. R.M.L. Avadh University, Faizabad - 2244 001 (India) (Received: November 12, 2007; Accepted: December 23, 2007) ABSTRACT This study was envisaged to explore the impact of pesticide solid waste leachate to Allium cepa (common onion) bulbs. Bulbs exposed to the leachate showed hampered root growth and morphological deformities. At 15% and higher concentrations of leachate after 5 days, gall like swellings were noticed around the mitotic zone (zone of root growth). From the dose response th th th th curve, the EC50 values for the 5 , 10 , 15 and 20 day were calculated and the highest EC50 value, th th 24.9%, was for the 5 day while the lowest EC50 value, 20%, was for the 20 day. The EC50 decreases th th th from 5 to the 20 day successively. The 5 day EC50 was used to determine the hazard quotient (HQ) of the pesticide waste leachate from the dumping site. A value of 4.49 as HQ suggests that that there is considerable risk, as any value of HQ above one (>1) is environmentally unacceptable. The response in root growth pattern, residue analysis and the HQ indicates that the leachate is toxic to rot growth of onion and steps for proper management of hazardous waste and leachate are urgently required. Keywords: Allium cepa; bioassay; pesticide waste; leachate; EC50; hazard quotient INTRODUCTION studies6,7 and risk characterization is the estimation of the incidence and severity of the effects likelihood According to a 1997 market estimate, to occur in an environmental compartment due to approximately 5684 million pounds of pesticide actual or predicted exposure to a chemical. -
FULLTEXT01.Pdf
http://www.diva-portal.org This is the published version of a paper published in Science of the Total Environment. Citation for the original published paper (version of record): Arp, H P., Morin, N A., Andersson, P L., Hale, S E., Wania, F. et al. (2020) The presence, emission and partitioning behavior of polychlorinated biphenyls in waste, leachate and aerosols from Norwegian waste-handling facilities Science of the Total Environment, 715: 1-12 https://doi.org/10.1016/j.scitotenv.2020.136824 Access to the published version may require subscription. N.B. When citing this work, cite the original published paper. Permanent link to this version: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-169377 Science of the Total Environment 715 (2020) 136824 Contents lists available at ScienceDirect Science of the Total Environment journal homepage: www.elsevier.com/locate/scitotenv The presence, emission and partitioning behavior of polychlorinated biphenyls in waste, leachate and aerosols from Norwegian waste- handling facilities Hans Peter H. Arp a,b,⁎, Nicolas A.O. Morin a,c,PatrikL.Anderssond, Sarah E. Hale a, Frank Wania e, Knut Breivik f,g, Gijs D. Breedveld a,h a Norwegian Geotechnical Institute (NGI), P.O. Box 3930, Ullevål Stadion, N-0806 Oslo, Norway b Department of Chemistry, Norwegian University of Science and Technology (NTNU), N-7491 Trondheim, Norway c Environmental and Food Laboratory of Vendée (LEAV), Department of Chemistry, Rond-point Georges Duval CS 80802, 85021 La Roche-sur-Yon, France d Department of Chemistry, Umeå University, SE-90187 Umeå, Sweden e Department of Physical and Environmental Sciences, University of Toronto Scarborough, 1265 Military Trail, Toronto, Ontario M1C 1A4, Canada f Norwegian Institute for Air Research, P.O. -
Effectively Managing Landfill Leachate Odor Control With
Leachate Management As Seen In Effectively Managing Landfill Leachate Odor Control with Permanganate Oxidizing agents can be introduced to landfill leachate during wastewater treatment to kill the offending bacteria and reduce odor emissions to zero. Permanganate application successfully controls obnoxious odors that are released when storing and transferring landfill leachate. n By John Boll Leachate is formed when liquid passes through a landfill and odor emissions to zero. In the cases described in this article, mixes with degraded waste, picking up dissolved and suspended oxidizers such as hydrogen peroxide and chlorine were tested material. This nasty liquid contains organic and inorganic but not suitable for elimination of the offending odor. However, contaminants as well as heavy metals and pathogens. permanganate application successfully controlled obnoxious odors High levels of odor causing compounds are also found in leachate. that were released when storing and transferring landfill leachate. The primary odorant is volatile hydrogen sulfide (H2S) which When sodium permanganate is injected into leachate, in accumulates to very high levels in closed wet wells, junction boxes minutes, it reacts with dissolved hydrogen sulfide, reducing odor and pipes of collection systems. Hydrogen sulfide is generated by emissions to zero. the conversion of dissolved sulfate by anaerobic bacteria. It has an easily recognizable unpleasant, rotten egg characteristic. It Site #1 Background is detected by the human nose at very low threshold levels, but A landfill in the Northeastern U.S. operates one open cell and can also desensitize the nose after short-term exposure. Hydrogen accepts construction and demolition waste, including wall board. sulfide is a dense, heavier-than-air gas and it accumulates in Numerous neighbor complaints about odors associated with the confined spaces. -
Scientific Committee on Toxicity, Ecotoxicity and the Environment
EUROPEAN COMMISSION DIRECTORATE-GENERAL HEALTH AND CONSUMER PROTECTION Directorate C – Scientific Opinions on Health Matters Unit C2 – Management of Scientific Committees I Scientific Committee on Toxicity, Ecotoxicity and the Environment Brussels, C2/JCD/csteeop/Ter91100/D(0) SCIENTIFIC COMMITTEE ON TOXICITY, ECOTOXICITY AND THE ENVIRONMENT (CSTEE) Opinion on THE AVAILABLE SCIENTIFIC APPROACHES TO ASSESS THE POTENTIAL EFFECTS AND RISK OF CHEMICALS ON TERRESTRIAL ECOSYSTEMS Opinion expressed at the 19th CSTEE plenary meeting Brussels, 9 November 2000 CSTEE OPINION ON THE AVAILABLE SCIENTIFIC APPROACHES TO ASSESS THE POTENTIAL EFFECTS AND RISK OF CHEMICALS ON TERRESTRIAL ECOSYSTEMS FOREWORD AND SCOPE OF THIS DOCUMENT The concept "terrestrial environment" cannot be easily defined. It is characterised as the part of the biosphere that is not covered by water, less than one third of the total surface. From a geological viewpoint it just represents a thin line (a few meters wide) of the interface between both the solid (soil) and the gaseous (atmosphere) phases of the Earth, several orders of magnitude wider than this line. However, from the biological point of view, this thin line concentrates all non-aquatic living organisms, including human beings. Humans use the terrestrial environment for living and developing most of their activities, which include the commercial production of other species by agriculture and farming. Human activities deeply modify the terrestrial environment. Particularly in developed areas such as Europe, the landscape has been intensively modified by agricultural, mining, industrial and urban activities and only in a small proportion (mostly in extreme conditions such as high mountains, Northern latitudes, wetlands or semi-desert areas) of the European surface the landscape still resembles naive conditions. -
Potential for Using Constructed Wetlands to Treat Landfill Leachate: Literature Review and Pilot Study Design
Potential for Using Constructed Wetlands to Treat Landfill Leachate: Literature Review and Pilot Study Design Sarah K. Liehr and G. Michael Sloop Department of Civil Engineering North Carolina State University Raleigh, NC 27695 Special Report Series No. 17 January 1996 The research on which this report is based was financed by the Water Resources Research Institute of The University of North Carolina. Contents of this publication do not necessarily reflect the views and policies of the Water Resources Research Institute nor does mention of trade names or commercial products constitute their endorsement or recommendation for use by the Institute or the State of North Carolina. WRRI Project No. 70125 ACKNOWLEDGMENTS We would like to thank Ray Church, Dennis Burks, Sam Hawes, Tim Heistand, and Glenn Walker of New Hanover County Environmental Management for compiling data and assisting in all aspects of construction and operation of the pilot wetland study at the New Hanover County Landfill near Wilmington, North Carolina. We would also like to thank Barbara Doll, Halford House, and Dr. Bob Rubin for their participation in planning the design for the pilot wetland study. We appreciate valuable input from Robert Mackey of Post, Buckley, Schuh & Jernigan, Inc. during the design of the pilot study. Finally, we would like to thank Jeff Masters for his input in compiling this report. ii ABSTRACf All municipal landfills are susceptible to infiltration by precipitation and runoff. As this water infiltrates the landfill, many substances leach from the fill including oxygen demanding organic compounds, suspended solids, nitrogen compounds, phosphorus, metals, and toxic organics. The composition of the leachate varies tremendously among landfills, but concentrations of several of these components may be quite high. -
Treatment of Landfill Leachate Using Palm Oil Mill Effluent
processes Article Treatment of Landfill Leachate Using Palm Oil Mill Effluent Tawfiq J. H. Banch 1, Marlia M. Hanafiah 1,2,*, Salem S. Abu Amr 3, Abbas F. M. Alkarkhi 3 and Mohammed Hasan 1 1 Department of Earth Sciences and Environment, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, Malaysia; [email protected] (T.J.H.B.); [email protected] (M.H.) 2 Centre for Tropical Climate Change System, Institute of Climate Change, Universiti Kebangsaan Malaysia, Bangi 43600, Selangor, Malaysia 3 Universiti Kuala Lumpur Business School (Unikl bis), Kuala Lumpur 50250, Malaysia; [email protected] (S.S.A.A.); [email protected] (A.F.M.A.) * Correspondence: [email protected] Received: 18 April 2020; Accepted: 14 May 2020; Published: 18 May 2020 Abstract: Sanitary landfilling is the most common method of removing urban solid waste in developing countries. Landfills contain high levels of organic materials, ammonia, and heavy metals, thereby producing leachate which causes a possible future pollution of ground and surface water. Recently, agricultural waste was considered a co-substratum to promote the biodegradation of organics in industrial wastewater. The use of low-cost and natural materials for wastewater treatment is now being considered by many researchers. In this study, palm oil mill effluent (POME) was used for treating stabilized leachate from old landfill. A set of preliminary experiments using different POME/leachate ratios and aeration times was performed to identify the setting of experimental design and optimize the effect of employing POME on four responses: chemical oxygen demand (COD), total suspended solids (TSS), color, and ammoniacal nitrogen (NH3-N). -
Persistent Organic Pollutants (Pops): State of the Science
Environmental Pollution 100 (1999) 209±221 www.elsevier.com/locate/envpol Persistent organic pollutants (POPs): state of the science K.C. Jones a,*, P. de Voogt b aEnvironmental Science Department, Institute of Environmental and Natural Sciences, Lancaster University, Lancaster, LA1 4YQ, UK bDepartment of Environmental and Toxicological Chemistry, Amsterdam Research Institute for Substances in Ecosystems (ARISE), University of Amsterdam, Nieuwe Achtergracht 166, 1018 WV Amsterdam, Netherlands Received 15 November 1998; accepted 22 March 1999 Abstract The environmental chemistry and ecotoxicology of persistent organic pollutants (POPs) are fascinating areas of scienti®c research. Our objective in this paper is to provide a brief, focussed overview of what constitutes a POP, highlight the harmful eects they may have on biota, make some comments on their environmental sources and analysis, their environmental trends and pro- cesses, their movement through foodchains and highlight some important regional-and global-scale environmental transport issues. Finally, we oer some personal thoughts on some current and future areas of scienti®c enquiry on POPs. # 1999 Elsevier Science Ltd. All rights reserved. Keywords: Persistent organic pollutant, POP; Sources; Air±surface exchange; Biota; Foodchains 1. What are Persistent Organic Pollutants (POPs) and They also partition into lipids in organisms rather than their properties? entering the aqueous milieu of cells and become stored in fatty tissue. This confers persistence on the chemical There are many thousands of POP chemicals, often in biota since metabolism is slow and POPs may there- coming from certain series or `families' of chemicals (e.g fore accumulate in foodchains. there are theoretically 209 dierent polychlorinated Importantly, POPs have the propensity to enter the biphenyls, diering from each other by level of chlor- gas phase under environmental temperatures. -
Differences in the Composition of Leachate from Active and Non
water Article Differences in the Composition of Leachate from Active and Non-Operational Municipal Waste Landfills in Poland Aleksandra Wdowczyk * and Agata Szyma ´nska-Pulikowska Faculty of Environmental Engineering and Geodesy, Institute of Environmental Engineering, Wrocław University of Environmental and Life Sciences, pl. Grunwaldzki 24, 50-363 Wrocław, Poland; [email protected] * Correspondence: [email protected]; Tel.: +48-71-320-5544 Received: 27 September 2020; Accepted: 5 November 2020; Published: 8 November 2020 Abstract: Leachate formation is one of the many environmental hazards associated with landfilling. The leachate may migrate from the landfill to surface water and groundwater, posing a potential threat to aquatic ecosystems. Moreover, its harmful effect on human health and life has been proven. Due to the risks that landfill leachates may pose, it is necessary to control the state of the environment in their surroundings. The paper presents an example of the application of selected statistical methods (basic statistics, statistical tests, principal component analysis) to assess the impact of individual pollution indicators on the quality of landfill leachates. The conducted analysis showed the existence of significant differences between the surveyed active (Legnica, Jawor) and non-operational (Wrocław, Bielawa) landfills in Poland. These differences were especially visible in the cases of the following: electric conductivity (EC) (non-operational landfills 1915–5075 µS/cm, active 5093–11,370 µS/cm), concentrations of total Kjeldahl nitrogen (TKN) (non-operational landfills 0.18–294.5 mg N/dm3, active 167.56–907.4 mg N/dm3), chemical oxygen demand (COD), organic nitrogen (ON), ammonium nitrogen (AN), total solids (TS), total dissolved solids (TDS), total suspended solids (TSS), sulfates, chlorides, sodium, potassium, calcium, magnesium and nickel. -
Evaluation of Silage Leachate and Runoff Collection Systems on Three Wisconsin Dairy Farms
Evaluation of Silage Leachate and Runoff Collection Systems on Three Wisconsin Dairy Farms Aaron Wunderlin1, Eric Cooley1, Becky Larson2, Callie Herron1, Dennis Frame1, Amber Radatz1, Kevan Klingberg1, Tim Radatz1 and Michael Holly2 1University of Wisconsin – Discovery Farms® Program 2University of Wisconsin – Biological Systems Engineering Department 4/11/2016 (Revised 5/31/16) Table of Contents Abstract ........................................................................................................................................... 1 1. Introduction ............................................................................................................................... 2 2. Material and methods ................................................................................................................ 7 2.1. Study design and implementation .................................................................................... 7 2.2. Site descriptions ................................................................................................................ 8 2.2.1. Farm A leachate collection system .......................................................................... 8 2.2.2. Farm B leachate collection system ........................................................................ 10 2.2.3. Farm C Leachate collection system ........................................................................ 13 2.3. Instrumentation .............................................................................................................