In this work, products obtained by stabilisation/solidification of electric arc furnace dust at industrial scale have been studied in order to control their leaching pollution in a lifetime on sustainable landfills. Total metallic pollutants, NEN 7341 availability test and three different mobility tests have been studied as basic and compliance characterisation at two different curing ages, 28 and 385 days: EN 12457 batch leaching test at two liquid/solid ratios, 2 and 10 L/kg, and prEN 14405 up flow percolation leaching test have been developed in the end-products.
The pH value, conductivity and traditional and oxy-anionic heavy metal concentration, cadmium, lead, molybdenum and antimony, have been analysed in the leachates. The results of the pH value diminish in the aged samples giving a smaller mobility of the pollutants. The results have been compared with the European landfill regulation; the ageing of the samples enables the disposal of the stabilised/solidified products in a non-hazardous waste landfill. Finally, hydroxides and carbonates have been modelled on the leaching results for cadmium, lead and antimony and molybdates in the case of molybdenum.
| Copyright: | © Aristotle University of Thessaloniki | |
| Source: | 2nd International Conference 2009 (Juni 2009) | |
| Pages: | 6 | |
| Autor: | A. Coz Begoña Ruiz-Labrador Javier Rufino Viguri Fuente Ana Andrés | |
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Optimierung der Deponieentgasung: Erfahrungen mit tiefenverfilterten neuen und modifizierten vorhandenen Gasbrunnen
© LGA Bautechnik GmbH (9/2009)
Was versteht man unter tiefenverfilterten Gasbrunnen? Die Antwort ergibt sich schon aus dem Wort selbst. Die Verfilterung beginnt erst in größerer Tiefe. Gasbrunnen im Deponiebereich werden normalerweise als 600 –800 mm Brunnen mit einer Filterstrecke bis 2 oder 3 m unter GOK errichtet. Bei nicht oberflächengedichteten Deponien endet somit die Filterstrecke kurz unterhalb einer mehr oder weniger starken und auch mehr oder weniger, meist mehr, gut gasgängigen Abdeckung.
Characterisation and leaching behaviour of olive mill waste in order to obtain the best management options
© Aristotle University of Thessaloniki (6/2009)
The aim of this paper is to characterise an olive mill waste from Chania, Crete, through total analysis, availability and mobility of the pollutants in different scenarios in order to give the optimal options for its valorisation or disposal.
Versuche zur Aerobisierung von Altdeponien mit Wasserstoffperoxid als Sauerstoffquelle
© Wasteconsult International (12/2008)
Um die anaerob-mikrobiellen Abbauvorgänge in Deponien zu beschleunigen, besteht die Möglichkeit, durch den Eintrag von Sauerstoff das Milieu im Deponiekörper zu aerobisieren. Dies geschieht üblicherweise durch Einblasen von Luft in den Deponiekörper. Probleme hierbei sind Geruchsemissionen sowie Channelingeffekte, die zu ungleichmäßiger Verteilung der Luft im Deponiekörper führen.
Design and performance of an experimental double capillary barrier cover placed in a municipal solid waste landfill in quebec, canada
© IWWG International Waste Working Group (10/2007)
A large scale inclined double capillary barrier (DCB) was constructed at the Saint- Tite-des-Caps municipal landfill, Quebec, Canada. The concept, described herein, included a hydraulic barrier to control the amount of infiltration into a capillary barrier built with coarse materials, i.e. sand over gravel. The hydraulic barrier was constructed using deinking byproducts (DBP), which are produced during paper recycling. Several monitoring instruments were installed to monitor the performance of the DCB in terms of infiltration control. Analysis of field data shows that the hydraulic barrier is working as designed, that is: 1) the diversion length (the distance from the top of the barrier after which water starts to infiltrate into the waste mass) covers nearly the total extent of the barrier; and 2) the total infiltration is lower than 10-9 m/s.
The australian alternative covers assessment program (aacap)
© IWWG International Waste Working Group (10/2007)
A long-term field and laboratory research program is underway to investigate phytocover alternatives to conventional landfill cover designs for Australian landfills (the Australian Alternative Covers Assessment Program, or A-ACAP). The major goals of A-ACAP are to demonstrate that phytocovers can perform to the satisfaction of local regulators and to develop guidelines for their application, design and construction. Five full-scale experiments are currently in progress or under construction in the states of New South Wales, Victoria, South Australia, Western Australia and Queensland. These 5 sites represent a wide range of Australian climatic conditions for monitoring of phytocover performance and investigation of potential limitations in an Australian context.