scholarly journals Environmental Risk Discrimination and Assessment for Municipal Solid Waste Secure Landfill Site

2011 ◽  
Vol 1 (2) ◽  
pp. 149
Author(s):  
Cao Yonghong
2020 ◽  
Vol 79 (10) ◽  
Author(s):  
Imoleayo O. Fatoyinbo ◽  
Akinola A. Bello ◽  
Olabanji O. Olajire ◽  
Olaoluwa E. Oluwaniyi ◽  
Oluwaseun F. Olabode ◽  
...  

2018 ◽  
Vol 36 (7) ◽  
pp. 606-615 ◽  
Author(s):  
Luciana MG Spigolon ◽  
Mariana Giannotti ◽  
Ana P Larocca ◽  
Mario AT Russo ◽  
Natália da C Souza

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.


Chemosphere ◽  
2018 ◽  
Vol 208 ◽  
pp. 569-578 ◽  
Author(s):  
Magdalena Daria Vaverková ◽  
Jakub Elbl ◽  
Maja Radziemska ◽  
Dana Adamcová ◽  
Antonín Kintl ◽  
...  

1993 ◽  
Vol 27 (2) ◽  
pp. 235-241 ◽  
Author(s):  
B. Marticorena ◽  
A. Attal ◽  
P. Camacho ◽  
J. Manem ◽  
D. Hesnault ◽  
...  

The objective of this study was to develop a tool to predict the quantity of biogas produced by a municipal solid waste (MSW) landfill site to allow the energy it represents to be exploited. The model proposed is based on a first-order kinetic equation which describes the production of methane during in-situ decomposition of MSW. This equation was applied to a landfill site considering the MSW mass as a series of layers of waste of differing ages. The equation includes three parameters: MPo, the methane potential of fresh waste which is specific to MSW, d, the in-situ life duration of the waste which depends on the landfilling conditions and Ti, the filling rate, i.e. the rate at which waste is placed in the landfill site. This simple model, usable for all types of landfill and, by virtue of the parameters it uses, closely represents the site operating conditions. The approach was applied to the Villeparisis site and predicted a methane production rate of between 270 and 410 m3h−1, quite close to the measured value of 300 m3.h−1. In addition, the possibility of simulating variable landfill rates and waste life durations can be used to guide site management techniques to optimize the valorisation of the biogas and provide a global approach to the problem by incorporating leachate collection into the biogas exploitation calculations.


2012 ◽  
Vol 599 ◽  
pp. 299-304
Author(s):  
Wei Jin Gong ◽  
Yue Liu

The leachate treatment project in Fan county Municipal Solid Waste Landfill Site was constructed according to the Standard for Pollution Control on the Landfill Site of Municipal Solid Waste (GB 16889- 2008). It adopted Striping-UASB-A/O-MBR-RO process. Since being put into operation on June 15, 2009, the leachate treatment project has operated for more than two years, and the effluent quality was excellent.


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