Academic literature on the topic 'Landfill site'

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Journal articles on the topic "Landfill site"

1

Anh, Le Hung. "REUSE OF A CLOSED LANDFILL SITE FOR INSTALLATION AND OPERATION OF A BIOMASS UTILIZATION PLANT." Vietnam Journal of Science and Technology 54, no. 4B (March 22, 2018): 170. http://dx.doi.org/10.15625/2525-2518/54/4b/12038.

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The professional management of landfills during operation and after landfill capping is an important task to prevent environmental impacts. Landfill maintenance after closure can become economically favourable if landfill sites can be reused. Several approaches and experiences for reuse of capped landfills exist for example in livestock farming or installation and operation of solar power plants. Also the utilization for spare time activities after green capping and recreation or the industrial reuse for the development of a waste utilization plant is a common practice in Europe. The feasibility of reuse options depend on the site conditions including size and location of the landfill, the climatic conditions and the interests of the involved stakeholders. For the urban landfill site Gò Cát in Ho Chi Minh City (HCMC) experts from Germany and Vietnam developed a variant assessment for the preferred reuse options. One of three investigated options is considering the reuse of the landfill site for the development of a biomass utilization plant. In terms of the above described approach for Gò Cát the landfill operator is strongly involved in the landfill closure and long term maintenance works (leachate treatment, landfill gas utilization). Moreover, the operator can reuse the landfill site for an additional or new business. The design and operation criteria for the biomass utilization plant and best practice examples are presented. Beside the economic evaluation results of water and landfill gas balance will be discussed.
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2

Keenan, Seth, Yana Nec, and Greg Huculak. "Landfill Gas Flow — Effects of Asymmetry." Journal of Solid Waste Technology and Management 47, no. 1 (February 1, 2021): 188–203. http://dx.doi.org/10.5276/jswtm/2021.188.

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Waste disposal is the responsibility of cities throughout the world. The most common method in North America is to bury waste in landfills. Landfill operators comply with regulations to control hazardous emissions known as landfill gas (LFG). The gas is extracted via horizontal or vertical wells and removed from the site. This study examines arrays of horizontal wells placed side by side or stacked, and resultant landfill gas flux between adjacent cells. A landfill's lifetime often sees changes in the number, relative location and efficacy of wells. The ability to predict the response of an array of wells to variation in a single well's fu nctionality is an essential aspect of landfill design and operation. The integrated normal flux between cells is identified as a salient quantity required to construct such prediction models. Numerical solution of flow equations reveals a stunningly simple dependence of the flux on the relative suction strength of proximate cells in a wide range of operational conditions. The flux is one of scarcely few parameters accessible in the field with relative ease and certainty, and thus traceable over time. This property makes the proposed models easy to construct, implement and adjust in practice in custom configurations.
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Umar, Muhammad, Hamidi Abdul Aziz, and Mohd Suffian Yusoff. "Variability of Parameters Involved in Leachate Pollution Index and Determination of LPI from Four Landfills in Malaysia." International Journal of Chemical Engineering 2010 (2010): 1–6. http://dx.doi.org/10.1155/2010/747953.

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Landfill sites are potential sources of human and environmental hazards. Leachate produced form these waste dumping sites is heterogeneous and exhibits huge temporal and seasonal variations. Leachate pollution index (LPI) provides an overall pollution potential of a landfill site. The parameters required to calculate LPI from a landfill site are discussed in terms of their variations over time, and their significance has been highlighted in the context of LPI. The LPI values of two semiaerobic and two anaerobic landfill sites in Malaysia have been calculated in this study. Pulau Burung Landfill Site (PBLS) was found to have the highest LPI score while Ampang Jajar Landfill Site (AJLS) showed the lowest LPI as compared to other landfills. It is concluded that LPI value can be used as a tool to assess the leachate pollution potential from landfill sites particularly at places where there is a high risk of leachate migration and pollution of groundwater.
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Calic, Natasa, and Mirjana Ristic. "Vinca landfill leachate characteristics prediction by the leaching method." Chemical Industry 60, no. 7-8 (2006): 171–75. http://dx.doi.org/10.2298/hemind0608171c.

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Under the newly implemented waste management policy in European Union countries, sanitary landfilling constitutes the fourth and the least preferred of the alternative management options for the disposal of solid urban wastes. Landfills generate emissions over long periods, often longer than a lifetime. The longest lasting emission is leachate: leachate production and management is now recognized as one of the greatest problems associated with the environmentally sound operation of sanitary landfills. These liquid wastes can cause considerable pollution problems by contacting the surrounding soil, ground or surface waters and, are therefore considered major pollution hazards unless precautionary measures are implemented. Landfill leachate characterization is a critical factor in establishing a corresponding effective management strategy or treatment process. This paper summarizes leachate quality indicators, and investigates the temporal variation of leachate quality from municipal solid waste. The toxicity of leachates from the municipal solid waste landfill "Vinca" in Belgrade, the capital of Serbia, was characterized using toxicity characteristics leaching procedures (TCLP). The "Vinca" landfill was established in 1978 as one of several municipal landfills. Since the 1990-ies the "Vinca" landfill has been the only operating landfill servicing the Belgrade Metropolitan area, the biggest city in Serbia, with 1,576,124 inhabitants in the larger-city area, and 1,273,651 inhabitants in the inner-city area. The total average amount of solid wastes deposited in the landfill is estimated to be 1100 tons/day. The landfill site is not lined and the tributary flows through the centre of the site-in some places directly under the mass of refuse. No consideration has been given to the protection of ground waters, surface runoff or drainage. Local authorities plan to expand the landfill by 0.4 km2 to a total of 1.3 km Chemical analysis was performed on the samples and the temporal variation of several parameters was monitored including pH, COD, chlorides, sulfates, nitrates, ammonia nitrogen, hardness, and heavy metals. The COD and pH were related to the biological activity within the landfill and the results indicated differences between the samples due to waste age. The concentrations of heavy metals, sulfates, nitrates, chlorides and ammonia nitrogen in the leachate were low, indicating their initially low amount in landfilled waste or their flushing with moisture contributing to a reduction in their concentrations.
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Natalia, Sliusar, Aleksandra Krutova, Yulia Mozzhegorova, and Stepan Polygalov. "THE POSSIBILITY OF SECONDARY RESOURCE RECOVERY DURING WASTE DISPOSAL SITE RECLAMATION." Detritus, no. 14 (February 26, 2021): 108–17. http://dx.doi.org/10.31025/2611-4135/2021.14058.

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Nowadays, Russian waste management policies demand the closure and elimination of dumpsites and landfills historically located in the vicinity of populated areas, with no reference to geological and hydrological conditions. Landfill mining is one of the technical solutions for old dumpsite reclamation. The unique feature of this study is the application of an integrated scenario approach in the evaluation of landfill mining projects. This approach is based on a scenario matrix that compares costs and revenues for each scenario, depending on resource and technological capabilities on the one hand, and prevailing economic conditions on the other. It was revealed that for large dumpsites the cost of landfill mining project with waste excavation and redisposal, using landfill soil material, and the recovery of secondary raw materials is several times higher than the cost of baseline dumpsite reclamation. This study shows that implementation of landfill mining projects is feasible for relatively small dumpsites with a low object base area load. The age of a landfill, among the other parameters, has an impact on the economic efficiency of landfill mining project. According to the study the older the landfill is, the higher the content of landfill soil and the lower the amount of secondary raw materials available. As a result, the efficiency and cost of sorting technologies for soil material and secondary raw materials are key factors that determine the economic feasibility of landfill mining during waste disposal site reclamation. Within each scenario, the factors that most influence the total cost are identified.
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Tengku Izhar, Tengku Nuraiti, Zaity Syazwani Mohd Odli, Irnis Azura Zakarya, Farah Naemah Mohd Saad, Norlia Mohamad Ibrahim, Roshazita Che Amat, and Tan Ley Binn. "A Study on Hydrogen Sulphide as Potential Tracer in Landfill Gas Monitoring." Advanced Materials Research 684 (April 2013): 189–93. http://dx.doi.org/10.4028/www.scientific.net/amr.684.189.

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Municipal solid waste (MSW) landfills are one of the major source of hydrogen sulphide (H2S) which is the offensive odours potentially creating annoyance in adjacent communities. This project focuses on H2S emission from landfills in Perlis, Malaysia. Landfill gas (LFG) samples were collected and analyzed accordance with NIOSH method 6013. The mean concentrations of H2S in Kuala Perlis Landfill and Padang Siding Landfill are 210.68 ppm and 242.85 ppm respectively. High concentrations of H2S may be a concern for employees working on the landfill site. These results indicate that workers should use proper personal protection at landfill when involved in excavation, landfill gas collection, and refuse compaction. The formation of H2S most likely to be contributed by the biological conversion of sulfate from gypsum-rich soils and landfill wastewater treatment sludges by sulfate-reducing bacteria (SRB) which can utilize dissolved sulfate as an electron acceptor. H2S is conveniently detected by hand held analyzer, such Jerome meter, landfill gas analyzer. In the organic range, in the ease of detection range in the dispersion rate within the landfill site, the monitored H2S gas form a very noticeable concentration with the travelling wind direction. It proved that the dispersion rate of H2S are suitable as tracer to detect route of travelling in a certain distance.
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Suna Erses, A., and T. T. Onay. "Accelerated landfill waste decomposition by external leachate recirculation from an old landfill cell." Water Science and Technology 47, no. 12 (June 1, 2003): 215–22. http://dx.doi.org/10.2166/wst.2003.0649.

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This research is focused on the management of moisture regime for a young landfill site in terms of leachate recirculation which entails the containment, collection and reinjection of leachate back into the landfill to promote in situ anaerobic biological treatment. Moreover, an innovative leachate management strategy was developed by using leachate recirculation from a mature landfill site into a young landfill site to provide accelerated waste stabilization. For this purpose, two reactors simulating young and old landfills were used in the laboratory. These reactors were loaded with shredded and compacted municipal solid waste with a typical composition determined for Istanbul Region. Both reactors were operated in a constant temperature room at 32°C to enhance the growth of anaerobic microorganisms. Moreover, water was added to the reactors in order to simulate the annual rainfall. The reactor having the properties of old landfills was used as a control reactor. The reactor which represented the characteristics of young landfill was operated under four operational stages to enhance the activity of methanogenic population and accelerate waste stabilization. Results of this study indicated that the utilization of leachate recirculation enhanced waste stabilization in the young landfill by increasing the uniformity, and providing additional substrate and nutrients. Additions of buffer solutions of KOH and Na2CO3 together with leachate recirculation enhanced further waste stabilization and prevented possible acid inhibition. The utilization of external leachate recycled from the old landfill having desired acclimated anaerobic microorganisms, low organic content and higher buffer capacity into a young landfill could be a promising leachate management strategy for faster and controlled waste stabilization.
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Spigolon, Luciana MG, Mariana Giannotti, Ana P. Larocca, Mario AT Russo, and Natália da C. Souza. "Landfill siting based on optimisation, multiple decision analysis, and geographic information system analyses." Waste Management & Research: The Journal for a Sustainable Circular Economy 36, no. 7 (June 20, 2018): 606–15. http://dx.doi.org/10.1177/0734242x18773538.

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Sanitary landfill remains the most common methodology for final treatment and disposal of municipal solid waste worldwide, the cost per tonne depends on its scale. The bigger the landfill, the cheaper the cost of treatment, so the consortium of municipalities is the solution to achieve an economic scale. However, the growth of waste production introduces pressure for adequate solutions and therefore has been increasing sanitary landfill site selection studies. This study proposes a methodology for siting sanitary landfills and optimising the transport of municipal solid waste for a locality in the state of São Paulo, Brazil. Environmental, social, and economic criteria were established. Their correlated attributes were categorised into suitability levels and weighted according to multiple decision analysis. The data were organised and mapped within a geographic information system. Considering sites where landfills are prohibited, two scenarios were generated. The Mixed-Integer Quadratic Programming mathematical model is used to minimise the costs of transporting municipal solid waste and operating sanitary landfills. In Scenario 1, the results indicated that 64% of the area was suitable as a potential sanitary landfill site, 9% of the area exhibited medium suitability, and 27% of the area was classified as restricted. In Scenario 2, the results indicated that 25% of the area was suitable as a potential sanitary landfill site, 4% of the area had medium suitability, and 71% of the area was classified as restricted. The optimal solutions for Scenario 1 and Scenario 2 enabled sites to be determined for five landfills and four landfills, respectively.
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Yazdani, M., S. M. Monavari, G. A. Omrani, M. Shariat, and S. M. Hosseini. "Landfill site suitability assessment by means of geographic information system analysis." Solid Earth 6, no. 3 (July 30, 2015): 945–56. http://dx.doi.org/10.5194/se-6-945-2015.

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Abstract. Open dumping is the common procedure for final disposal of municipal solid waste (MSW) in Iran. Several environmental pollution and soil degradation problems were found as a consequence of poor planning of landfills. So recognition of the MSW landfill state is required to prevent environmental problems. The objective of this research was to study the suitability of existing municipal landfill sites using geographic information system methods. Tonekabon city in the west area of Mazandaran province, northern Iran, along the southern coast of the Caspian Sea, was chosen as a case study. In order to carry out this evaluation, two guidelines were used: Minnesota Pollution Control Agency (MPCA) and regional screening guidelines. The results indicate that the landfills were not located in suitable sites and also that there are few suitable locations to install the landfills.
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Carević, Ivana, Mikica Sibinović, Sanja Manojlović, Natalija Batoćanin, Aleksandar S. Petrović, and Tanja Srejić. "Geological Approach for Landfill Site Selection: A Case Study of Vršac Municipality, Serbia." Sustainability 13, no. 14 (July 13, 2021): 7810. http://dx.doi.org/10.3390/su13147810.

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One of the biggest problems of environmental protection in Serbia is landfills. It is often a case that the economic interests are predominant in the landfill sitting; thus, most landfills are not located according to standards. This study shows that detailed geological data assets combined with geographical modeling represents a reliable way to define and locate the landfill site. Geological evaluation is discussed in detail with regard to bedrock lithology, quaternary geology, geological structure, hydrogeology, surface runoff patterns, and topography. An approach combining geographical modeling and geology is presented for determining the sites suitable for landfill selection with respect to their geologic favorability. As opposed to numerous research papers on this topic, in the methodological procedure, special importance is devoted to the analysis of the geological criteria. In this way, it is significantly easier to determine the landfill area with the best characteristics due to geological structure and lithology which unequivocally and precisely indicates inadequate territories for candidate sites. The multicriteria decision analysis (MCDA) is based on geological criteria upgraded with road (primary, residential, secondary, and tertiary), settlements network, railway, airport, infrastructure, land use, hypsometry aquifer, wetland, and surface water. The score values are divided into four classes, i.e., restricted areas, suitable but avoid, suitable, and most suitable. Combining geographical modeling with geology led to the recognition of two locations to be most favorable for landfill site located in the most suitable area, which represents 25.3% of the study area.
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Dissertations / Theses on the topic "Landfill site"

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Yal, Gozde P. "Landfill Site Selection And Landfill Liner Design For Ankara." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611789/index.pdf.

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The main scope of this thesis is to select alternative landfill sites for Ankara based on the growing trends of Ankara towards the Sincan and Gö
lbaSi municipalities and to eventually select the best alternative. Landfill site selection was carried out utilizing Geographic Information System (GIS) and Multi-Criteria-Decision-Analysis (MCDA). A number of criteria were gathered in a GIS environment. Each criterion was assigned a weight value by applying the Pairwise Comparison Method (PCM). &ldquo
The Technique for Order Preference by Similarity to the Ideal Solution (TOPSIS)&rdquo
, was applied and the best landfill site alternative was determined. The geotechnical properties of the clay samples, obtained from selected locations in Gö
lbaSi and Sincan were determined in order to design a landfill liner system using compacted &ldquo
Ankara Clay&rdquo
as the liner material. The permeability values for the clay samples were determined by performing falling head tests and consolidation tests. The coefficient of permeability value of the compacted clay was determined to be in the order of 10-10 m/s for the Gö
lbaSi samples and 10-11 m/s for the Sincan samples for both of the tests performed. These tests indicated that the native clay was suitable to be utilized as a landfill liner material. The HELP and POLLUTE was employed for the purpose of landfill design and predicting the landfill hydrological processes. The landfill profile with a double lining system composed of geomembrane/compacted clay composite top and bottom liners with a drainage layer was determined to show the best performance amongst the others.
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Davies, Gareth. "A hazard assessment of a landfill site." Thesis, University of South Wales, 1994. https://pure.southwales.ac.uk/en/studentthesis/a-hazard-assessment-of-a-landfill-site(29c44b19-02ac-47a9-b3b1-d20b3532933c).html.

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Trecastell landfill site is an open-cast site to which filter cake containing calcium sulfate was deposited as the only known industrial waste. Geological mapping of the site was carried out followed by search bar surveys to determine the area where passive venting of methane, carbon dioxide and hydrogen sulfide occurred. The concentrations of the gases were then determined. Subsequently boreholes were positioned at strategic positions across the site and chemical analysis carried out to identify the exact composition of the waste, and the composition of both the venting gas and ground water in order to assess the threat to nearby housing and the surrounding environment. Chemical analysis was also carried out on the ground water, soil and water from a river network and field to the east of the site to identify any priority pollutants and confirm the migration of leachate away from the landfill site. The chemical identification of alkylbenzenes and polyaromatic hydrocarbons indicates that the filter cake was not the only industrial source of waste to be deposited at the site. The results of the analysis were used to determine what courses of action are open to the local council to render the site environmentally safe at an economical cost.
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Ling, Sarah R. A. "Assessing the effectiveness of landfill restoration and remediation at a closed landfill site." Thesis, Cardiff University, 2007. http://orca.cf.ac.uk/54748/.

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This research project was established to investigate the varying environmental impact of a landfill waste mass after the installation of a fully engineered landfill capping system. Nant-y-Gwyddon Landfill Site is a waste disposal site situated in the Rhondda Fawr in South Wales, UK. The site was established on an area of high ground overlooking the densely populated valley floor. The key environmental body at risk from the site was identified as the layered aquifer system supported by the cyclical geological strata dominated by sandstone aquifers separated by less permeable siltstone, mudstone and coal seams. The research adopts an integrated approach, where the understanding of the changes occurring in the waste mass are directly linked to predicted changes in the contamination levels in the groundwater system. Emphasis is also given to the mechanisms for contaminant transport between the waste mass and the environmental systems. As such the entire landfill system including the surrounding environment is considered as a set of closely interconnected systems. A monitoring system was designed to observe the changes occurring to the waste mass in terms of leachate level and saturation conditions after the installation of the landfill cap in an attempt to assess the changing leachate generation rates and quality within the waste mass. The key findings from the waste mass are then used to interpret variations in contaminant levels in the groundwater systems. Geophysical investigations highlight the extent of the leachate contamination detected in the groundwater hydrogeologically down gradient of the waste mass. The findings from groundwater monitoring are then used to develop a hydrogeological numerical model for the site using the program Visual MODFLOW. The key findings from groundwater monitoring and modelling highlight the importance of the unsaturated zone beneath the site in providing a source of contaminants which are mobilised during increased groundwater levels triggered by rainfall events. The majority of the contaminant loading was determined to be sourced from the area where a direct pathway exists between the waste mass and the Main Aquifer system. Predictions for future trends of contamination levels are then made in response to the findings and show a dynamic system intrinsically linked to the development of the waste mass and the meteorological conditions on site.
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Rahman, Mohammad Hafizur. "Spatial and temporal analysis of landfill leachate characteristics at Trail Road Landfill site." Thesis, University of Ottawa (Canada), 2010. http://hdl.handle.net/10393/28484.

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This study is conducted at the Trail Road Landfill, located in Nepean, Ontario, Canada. The objective is to investigate the leachate characteristics of changing spatial-temporal patterns in a landfill groundwater environment by comprehensive analyses of annual spatial data. Exploratory statistical data analysis identified the association of B (boron) with K, NH3 and TKN. Raster layers (maps) are created based on the concentrations of required variables in each time interval (year). In this study, it is notable that the raster data layers are used instead of discrete well data. Several change detection methods are applied to determine the spatial and temporal changes of B and its associated variables and to identify the well locations where the changes occurred. These included post-classification visualization, principal component analysis, standard deviation and unsupervised classification (clustering) methods. The suitability of these methods is also discussed. The results determined that during the 1993-95 time period the concentrations of B and its associates was initially increasing, and then decreased substantially. In summary, the study analysed characteristics of pollutants in landfill site groundwater environmental monitoring by using raster data in different change detection methods, and discussed the suitability of the applied methods. The same methodology and analysis techniques can be applied to other variables in similar environmental monitoring studies.
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Sener, Basak. "Landfill Site Selection By Using Geographic Information Systems." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605409/index.pdf.

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One of the serious and growing potential problems in most large urban areas is the shortage of land for waste disposal. Although there are some efforts to reduce and recover the waste, disposal in landfills is still the most common method for waste destination. An inappropriate landfill site may have negative environmental, economic and ecological impacts. Therefore, it should be selected carefully by considering both regulations and constraints on other sources. In this study, candidate sites for an appropriate landfill area in the vicinity of Ankara are determined by using the integration of Geographic Information Systems and Multicriteria Decision Analysis. For this purpose, sixteen input map layers including topography, settlements (urban centers and villages), roads (Highway E90 and village roads), railways, airport, wetlands, infrastructures (pipelines and power lines), slope, geology, land use, floodplains, aquifers and surface water are prepared and two different MCDA methods (Simple Additive Weighting and Analytic Hierarchy Process) are implemented in GIS environment. Comparison of the maps produced by these two different methods shows that both methods yield conformable results. Field checks also confirm that the candidate sites agree well with the selected criteria.
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Paris, Emma Corinne. "Hydro-geochemical modelling of an unlined landfill site." Thesis, Cardiff University, 2005. http://orca.cf.ac.uk/54545/.

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This project reports results of a hydro-geochemical study of leachate production at the Silent Valley landfill, Blaenau Gwent, South Wales, UK. Silent Valley landfill site is an active unlined landfill in South Wales. It lies on interbedded sandstones and mudstones of the Rhondda Beds, which are overlain by a mixture of boulder clay, head deposits and made ground. The annual rainfall recorded in the area is approximately 1250 mm. Resistivity surveys were performed across part of the site to help improve the understanding of the internal structure of the landfill. Instrumentation to measure leachate discharge, conductivity and meteorological inputs installed at the Silent Valley landfill site are described and relationships between the rainfall and discharge data are analysed. Regression analysis is used to model the discharge of leachate from the measured meteorological data. Water balance analysis has demonstrated that groundwater is entering the site. The leachate generated on site is collected by a series of drains that feed into the Settlement Tank, which then discharges to foul sewer. The discharge through the Settlement Tank shows a rapid response to rainfall events with dilution effects indicated by conductivity readings and chemical analysis. The volume of discharge from the Settlement Tank is shown to have a long-term upward trend. A preliminary study was undertaken to investigate the use of neural networks to model the discharge in the Settlement Tank. Feedforward backpropogation neural networks were constructed using the measured meteorological data to produce predictions of daily discharge for the Settlement Tank. Ion Chromatography analysis was performed on the leachate to complement the historical leachate analysis data. Element concentration was correlated with conductivity data and variations related to discharge measurements. Since monitoring began in 1993, many of the leachate constituents have shown an increase in concentration.
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Liu, Wing-hei, and 廖永熙. "Development potential of a landfill site after restoration." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31252941.

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Liu, Wing-hei. "Development potential of a landfill site after restoration /." [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13813729.

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Yang, Jing. "Field study on mercury behavior in landfill site." Kyoto University, 2018. http://hdl.handle.net/2433/235083.

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Kilback, Andrew H. "Assessment of groundwater remediation at an industrial landfill site." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ59505.pdf.

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Books on the topic "Landfill site"

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G, Carty, and Ireland Environmental Protection Agency, eds. Landfill manuals: Landfill site design. Wexford: E.P.A., 2000.

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Ontario. Ministry of Environment and Energy. Environmental Assessment Branch. Kapuskasing-Moonbeam proposed landfill site. Toronto, ON: Publications Ontario, 1996.

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O'Neill, Hugh J. Leachate management at Croreagh landfill site. (s.l: The Author), 1998.

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Canada, Atomic Energy of. Hydrogeologic investigation of NPD landfill site #2. Ottawa, Ont: Atomic Energy of Canada Limited, 1989.

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Ltd, Terraqua Investigations. Assessment of closed E. Pauze landfill site. [Toronto]: Ontario Environment, 1992.

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Purchon, David W. Independent investigation, Nantygwyddon landfill site: Investigator's report. [Cardiff]: National Assembly for Wales, 2001.

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Interim Waste Authority (Ont.). Identification of the preferred site for Durham Region landfill site search. [Toronto]: The Authority, 1993.

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Christenson, Scott C. The Norman Landfill environmental research site: What happens to the waste in landfills? [Washington, D.C.]: U.S. Dept. of the Interior, U.S. Geological Survey, 2003.

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Ltd, Terraqua Investigations. Closed waste disposal site assessment, Tillsonburg sanitary landfill. [Toronto]: Ontario Environment, 1992.

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Interim Waste Authority (Ont.). The long list of candidate sites for Durham Region landfill site search. [Toronto]: The Authority, 1992.

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Book chapters on the topic "Landfill site"

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Rouhani, Shahrokh, and Roozbeh Kangari. "Landfill Site Selection." In Expert Systems: Applications to Urban Planning, 159–69. New York, NY: Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4612-3348-0_10.

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Chang, Ning-Wu. "Brownfield Redevelopment at Contaminated Landfill Site." In Environmental Science and Engineering, 208–9. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2221-1_14.

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Glade Loughry, F., and William D. Lacour. "Sanitary Landfill Site Selection and Management." In Planning the Uses and Management of Land, 763–91. Madison, WI, USA: American Society of Agronomy, Crop Science Society of America, Soil Science Society of America, 2015. http://dx.doi.org/10.2134/agronmonogr21.c30.

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Feldmann, Jörg. "Volatilization of Metals from a Landfill Site." In ACS Symposium Series, 128–40. Washington, DC: American Chemical Society, 2002. http://dx.doi.org/10.1021/bk-2003-0835.ch010.

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Rys, L. J., and A. F. Johns. "The Investigation and Development of a Landfill Site." In Contaminated Soil, 625–36. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-5181-5_73.

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Haderlein, S., and K. Pecher. "Volatilization of Halocarbons from a Sanitary Landfill Site." In Environmental Meteorology, 63–73. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2939-5_6.

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Higuchi, Sotaro. "The Role and the Technology for the Future Landfill Site." In Municipal Solid Waste Landfill Technology in Japan, 147–318. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2734-7_4.

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Rawat, Parul, and Supriya Mohanty. "1D and 2D Dynamic Site Response of Landfill Site Through Numerical Analysis." In Lecture Notes in Civil Engineering, 91–103. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9984-2_8.

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Maruful Hoque, Md, and M. Tauhid Ur Rahman. "Estimation of Greenhouse Gas Emissions from Matuail Landfill Site." In Urban Mining and Sustainable Waste Management, 149–59. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0532-4_15.

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Benson, Richard C., and Lynn B. Yuhr. "The Development of a Landfill over an Abandoned Limestone Mine." In Site Characterization in Karst and Pseudokarst Terraines, 333–63. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-017-9924-9_25.

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Conference papers on the topic "Landfill site"

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Pehme, Kaur-Mikk. "COMMUNITY FORESTRY ON REMEDIATED LANDFILL SITE." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/5.2/s20.027.

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Pokar, M., and M. H. Loke. "Electrical tomography survey of a landfill site." In 4th EEGS Meeting. European Association of Geoscientists & Engineers, 1998. http://dx.doi.org/10.3997/2214-4609.201407059.

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Rosli, Nurul Alia Mohd, Nadia Kamarrudin, Ku Halim Ku Hamid, Suffiyana Akhbar, and Noorsuhana Mohd Yusof. "Greenhouse gas emission of MSW landfill site." In 2013 IEEE Business Engineering and Industrial Applications Colloquium (BEIAC). IEEE, 2013. http://dx.doi.org/10.1109/beiac.2013.6560188.

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Grecu, Eugenia. "THE SELECTION OF A LANDFILL SITE � TIMISOARA CASE." In SGEM2011 11th International Multidisciplinary Scientific GeoConference and EXPO. Stef92 Technology, 2011. http://dx.doi.org/10.5593/sgem2011/s20.177.

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Frid, V., A. Averbakh, and G. Liskevich. "Integrated Investigation of the Instability-prone Landfill Site." In Near Surface Geoscience 2013. Netherlands: EAGE Publications BV, 2013. http://dx.doi.org/10.3997/2214-4609.20131418.

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Bahloul, Fathy, Rolf Elsen, and Dirk Orlowsky. "Geophysical investigation of construction waste and landfill site." In International Conference on Engineering Geophysics, Al Ain, United Arab Emirates, 9-12 October 2017. Society of Exploration Geophysicists, 2017. http://dx.doi.org/10.1190/iceg2017-011.

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Gorin, Svemir. "APPLICATION OF GIS AND AHP FOR LANDFILL SITE SELECTION." In 14th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING. Stef92 Technology, 2014. http://dx.doi.org/10.5593/sgem2014/b23/s11.055.

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Sun, Xue-jing, and Zhan-hua Wang. "Research on Anti-Seepage Layer Performance of Landfill Site." In 2018 7th International Conference on Energy and Environmental Protection (ICEEP 2018). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/iceep-18.2018.254.

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García, P. M., and J. Vega-Galaz. "Validating LFG Generation Model With Recovery Rates From Mexican Landfills." In ASME 2013 Power Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/power2013-98029.

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Abstract:
Landfill gas (LFG) recovery predictions obtained using Mexico Landfill Gas Model 2.0 were compared to LFG recovery rates from the two biggest landfills in Mexico (Mexico City Landfill called “Bordo Poniente” and Monterrey City Landfill “SIMEPRODE”.). The corresponding landfill characteristics (e.g. leachate levels and handling; use of covers and/or liners, compaction procedures, etc.) where analyzed and considered for the modeling in both cases, resulting in recovery efficiency rates and correction factors for each site. For Mexico City landfill, a pumping test was performed for a period of 25 days during a bidding process, started by Mexico City Government. 11 extraction wells were installed for the test along with a blower-flare system, with a capacity of 1,000 m3/hr. During the test period, individual well measurements were taken every 4 hours obtaining information such as: gas composition (CH4, CO2 and O2), vacuum pressure and gas temperature. Also a main measurement was taken every 4 hours at the blower-flare system in which obtained the total LFG flow in addition to the above information. Modeling results for Mexico City landfill show a good accuracy (below the actual recovery rate obtained during the test). For Monterrey City landfill, the recovery rates were obtained from the historical data from the LFG to energy (LFGTE) project running since 2003 by BENLESA. Only the information between 2009 and 2012 were considered due to the last expansion of the plant to 16 generators, 1.06 MW each. Modeling results for Monterrey City landfill, overestimated the actual LFG recovery for the last 4 years including 2012. The causes for the difference between modeled and actual recovery rates for both landfills were analyzed and recommendations to improve the modeling results and the recovery rates were made.
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Zakaria, Siti Nor Farhana, and Hamidi Abdul Aziz. "Influence of ozonation on COD in stabilized landfill leachate: Case study at Alor Pongsu landfill site, Perak." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005686.

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Reports on the topic "Landfill site"

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Sonnichsen, J. C. Hanford site solid waste landfill interim closure plan. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/663142.

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Wells, D. G., and J. W. Cook. Sanitary landfill groundwater quality assessment plan Savannah River Site. Office of Scientific and Technical Information (OSTI), June 1990. http://dx.doi.org/10.2172/501531.

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McClure, Scott, J. Leslie Bell, Winifred Newcomb, and Julie Tallman. Land Use Alternatives for the Iowa City Landfill Site. University of Iowa, May 1993. http://dx.doi.org/10.17077/s0p6-e78k.

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Reynolds, R., and P. Nowacki. Site hydrogeologic/geotechnical characterization report for Site B new municipal solid waste landfill. Office of Scientific and Technical Information (OSTI), April 1991. http://dx.doi.org/10.2172/565058.

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Fruland, R. M., R. A. Hagan, C. S. Cline, D. J. Bates, J. C. Evans, and R. L. Aaberg. Interim site characterization report and ground-water monitoring program for the Hanford site solid waste landfill. Office of Scientific and Technical Information (OSTI), July 1989. http://dx.doi.org/10.2172/5881932.

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Taffet, M. J., and A. L. Lamarre. Remedial investigation of landfill Pit 9 Lawrence Livermore National Laboratory Site 300. Office of Scientific and Technical Information (OSTI), July 1989. http://dx.doi.org/10.2172/5650746.

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Fruland, R. M. Ground-water monitoring compliance plan for the Hanford Site Solid Waste Landfill. Office of Scientific and Technical Information (OSTI), October 1986. http://dx.doi.org/10.2172/5409541.

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Taffet, M. J. Remedial investigation of landfill Pit 8 Lawrence Livermore National Laboratory Site 300. Office of Scientific and Technical Information (OSTI), August 1989. http://dx.doi.org/10.2172/5548442.

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Suer, A., and J. Knapp. Innovative in situ treatment approach selected for the Department of Energy Savannah River Site Sanitary Landfill. Office of Scientific and Technical Information (OSTI), February 1994. http://dx.doi.org/10.2172/10123662.

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Burton, J., L. McGinnis, J. Walker, P. Hoekstra, and M. Blohm. Geophysical surveys integrated in preremedial site investigations for a landfill in New Mexico. Office of Scientific and Technical Information (OSTI), April 1994. http://dx.doi.org/10.2172/10142475.

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