کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1055937 1485281 2013 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Biological sulfate removal from gypsum contaminated construction and demolition debris
موضوعات مرتبط
مهندسی و علوم پایه مهندسی انرژی انرژی های تجدید پذیر، توسعه پایدار و محیط زیست
پیش نمایش صفحه اول مقاله
Biological sulfate removal from gypsum contaminated construction and demolition debris
چکیده انگلیسی


• A novel biological approach for gypsum removal from solid wastes is proposed.
• The CDD treatment couples a leaching step to a biological sulfate reduction step.
• The gypsum leaching step is the rate limiting step.
• Gypsum in CDD can be used as a source of sulfate for sulfate reducing bacteria.
• The residual sulfate content in the treated CDD meets the standard.

Construction and demolition debris (CDD) contains high levels of sulfate that can cause detrimental environmental impacts when disposed without adequate treatment. In landfills, sulfate can be converted to hydrogen sulfide under anaerobic conditions. CDD can thus cause health impacts or odor problems to landfill employees and surrounding residents. Reduction of the sulfate content of CDD is an option to overcome these problems. This study aimed at developing a biological sulfate removal system to reduce the sulfate content of gypsum contaminated CDD in order to decrease the amount of solid waste, to improve the quality of CDD waste for recycling purposes and to recover sulfur from CDD. The treatment leached out the gypsum contained in CDD by water in a leaching column. The sulfate loaded leachate was then treated in a biological sulfate reducing Upflow Anaerobic Sludge Blanket (UASB) reactor to convert the sulfate to sulfide. The UASB reactor was operated at 23 ± 3 °C with a hydraulic retention time and upflow velocity of 15.5 h and 0.1 m h−1, respectively while ethanol was added as electron donor at a final organic loading rate of 3.46 g COD L−1 reactor d−1. The CDD leachate had a pH of 8–9 and sulfate dissolution rates of 526.4 and 609.8 mg L−1 d−1 were achieved in CDD gypsum and CDD sand, respectively. Besides, it was observed that the gypsum dissolution was the rate limiting step for the biological treatment of CDD. The sulfate removal efficiency of the system stabilized at around 85%, enabling the reuse of the UASB effluent for the leaching step, proving the versatility of the bioreactor for practical applications.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Environmental Management - Volume 131, 15 December 2013, Pages 82–91
نویسندگان
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