The Feasibility of Wastewater Sludge Stabilization with Fly Ash and Water Quenched Slag

碩士 === 國立成功大學 === 環境工程學系 === 84 === THE FEASIBILITY OF WASTEWATER SLUDGE STABILIZATION WITH FLY ASH AND WATER QUENCHED SLAGJuu-En Chang and Yi-Kuo ChangDepartment of Environmental EngineeringNational Cheng Kung UniversityABSTRACTWastewater...

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Bibliographic Details
Main Authors: Chang, Yi-Kuo, 張益國
Other Authors: Chang Juu-En
Format: Others
Language:zh-TW
Published: 1996
Online Access:http://ndltd.ncl.edu.tw/handle/56475381337341659096
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Summary:碩士 === 國立成功大學 === 環境工程學系 === 84 === THE FEASIBILITY OF WASTEWATER SLUDGE STABILIZATION WITH FLY ASH AND WATER QUENCHED SLAGJuu-En Chang and Yi-Kuo ChangDepartment of Environmental EngineeringNational Cheng Kung UniversityABSTRACTWastewater sludges contain nutrients and organic matters which make them suitable for reclaiming and improving marginal soils. But when the quantities used are not properly controlled, the sludge can be harmful to the lands and plants both. Fly ash and slag contain a predominant fraction of pozzolanic materials (Si, Ca, and Al oxides) which have the pollutant stabilization ability and they benefit soil. Therefore, the fly ash and slag can be useful for stabilization of organic matters in the wastewater sludge, and the mixture can be applied to land with a minimal environmental impact. In this study, fly ash and slag were used as additives to stabilize the organic matters, ammonia and phosphate in wastewater sludge. The sludge was obtained from an industrial park wastewater treatment plant, the fly ash was from a power plant, and the water quenched slag was from a steel plant. To determine the optimal operating conditions, parameters such as curing time, curing temperature, additive dosages, water content and pH value were varied. Leaching tests were performed to evaluate the stabilization efficacy of the additives at designed dosages, water content and curing conditions. Experimental results show that both fly ash and slag could effectively reduce the leaching-out rates of DOC and NH3-N of the wastewater sludge, and the leached out DOC decreased with increased additive dosages. The adsorption capacity for DOC and NH3-N of the fly ash was higher than slag, because the fly ash had a larger specific surface area. The optimal operating conditions for the stabilization of wastewater sludge by fly ash and slag are : leaching out ratio (Lr) of DOC was 0.43 with slag as additive only for 7-day curing; Lr of NH3-N was 0.17 with slag as additive only for 14-day curing; while Lr of PO43- was 0.50 with slag or fly ash as additive for 3-hour curing. SEM-EDX and XRD microanalysis show that the adsorption performance was better than encapsulation at the beginning of curing, but the stabilization mechanism turned into fixation/stabilization as a result from Pozzolanic reaction when curing time increased. Also, curing at low temperature could inhibit sludge biodegradation and resulted in a decrease in leaching-out rates of DOC, NH3-N and ortho-P.Key words : wastewater sludge, stabilization, fly ash, slag