Optimizing landfill aeration strategy with a 3-D multiphase model

Copyright © 2019 Elsevier Ltd. All rights reserved.

Bibliographische Detailangaben
Veröffentlicht in:Waste management (New York, N.Y.). - 1999. - 102(2020) vom: 01. Feb., Seite 499-509
1. Verfasser: van Turnhout, André G (VerfasserIn)
Weitere Verfasser: Oonk, Hans, Scharff, Heijo, Heimovaara, Timo J
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2020
Zugriff auf das übergeordnete Werk:Waste management (New York, N.Y.)
Schlagworte:Journal Article 3-D multiphase model Aeration Design criteria Field scale Landfills Waste treatment
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100 1 |a van Turnhout, André G  |e verfasserin  |4 aut 
245 1 0 |a Optimizing landfill aeration strategy with a 3-D multiphase model 
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500 |a Date Completed 30.12.2019 
500 |a Date Revised 30.12.2019 
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520 |a Copyright © 2019 Elsevier Ltd. All rights reserved. 
520 |a In order to reduce the environmental and financial burden for future generations, approaches are needed to shorten aftercare of landfills. Aeration of the waste-body is a promising approach, however, the poor understanding of transport of gas and water through a waste-body makes it difficult to design an effective aeration strategy. The aim of this study is to develop a tool to determine the optimal aeration strategy for landfills. This study presents a comparison of aeration strategies based on the air distribution they generate with a 3-D multiphase model. The implemented theory is based on parameter values obtained from (laboratory) experiments performed under conditions which are similar to those in a full scale landfill. Calibration with field scale gas extraction data from the Dutch pilot site Wieringermeer shows that the model gives a good description of the average gas flow under extraction. Scenario analyses for the case study landfill indicate that injection strategies reach a larger volume fraction of waste with a higher air flow compared with extraction strategies, especially at the bottom of the landfill. Extraction, however, supplies oxygen more homogeneously through-out the waste. An import design criterion is also the distance between the wells. Too large distances lead to ineffective treatment because too large volumes of waste/leachate remain untreated. In addition to the comparison of aeration strategies, an optimal aeration strategy for the pilot site is presented. A combination of (alternating) injection and extraction wells which are maximum 20m apart seems to be the optimal strategy 
650 4 |a Journal Article 
650 4 |a 3-D multiphase model 
650 4 |a Aeration 
650 4 |a Design criteria 
650 4 |a Field scale 
650 4 |a Landfills 
650 4 |a Waste treatment 
700 1 |a Oonk, Hans  |e verfasserin  |4 aut 
700 1 |a Scharff, Heijo  |e verfasserin  |4 aut 
700 1 |a Heimovaara, Timo J  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Waste management (New York, N.Y.)  |d 1999  |g 102(2020) vom: 01. Feb., Seite 499-509  |w (DE-627)NLM098197061  |x 1879-2456  |7 nnns 
773 1 8 |g volume:102  |g year:2020  |g day:01  |g month:02  |g pages:499-509 
856 4 0 |u http://dx.doi.org/10.1016/j.wasman.2019.10.051  |3 Volltext 
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