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S R Qasim

Publications and source records attributed to S R Qasim.

3 recordsLinked to original sources

Computer simulation of leachate quality by recirculation in a sanitary landfill bioreactor.

Sanitary Landfills are the most widely used method of solid waste disposal around the world. Modern sanitary landfills are designed with impervious liners, and leachate collection, removal, and treatment systems to minimize the potential for groundwater contamination. Leachate recycle through the landfill is an effective method of leachate treatment, and to enhance solid waste stabilization. A mathematical model is developed to simulate the release of contaminants from solid wastes, and their movement into the percolating liquid. Two differential equations are used that express the mass balance of the contaminants in the percolating water and those in the solid wastes. These simultaneous linear differential equations are solved numerically using a fourth-order Runge-Kutta algorithm with many physical and process parameters. The model results are used to estimate the active life of landfill with and without leachate recirculation. Such information is valuable in the operation, maintenance, and closure plan of a sanitary landfill.

Bioreactors↗

Pilot scale study on retrofitting conventional activated sludge plant for biological nutrient removal.

Eutrophication of receiving waters due to the discharge of nitrogen and phosphorus through the wastewater effluent has received much interest in recent years. Numerous techniques have been proposed and aimed at retrofitting the existing conventional activated sludge process for nutrient removal. A pilot-scale research program was conducted to evaluate the effectiveness of a biological nutrient process for this purpose. The results indicated that creating an anoxic/anaerobic zone before aeration basin significantly enhances total phosphorus (TP) and total nitrogen (TN) removal. Without internal cycle, about 80 percent TP and TN removal were respectively achieved under their optimal conditions. However, adverse trends for phosphorus and nitrogen removal were observed when the ratio of return sludge to the influent was varied in the range between 0.5 and 3.0. The total phosphorus removal decreased as the concentration of BOD5 in the mixture of influent and return sludge decreased. Improved sludge settling properties and reduced foaming problems were also observed during the pilot plant operation. Based upon experimental results, the strategies to modify an existing conventional activated sludge plant into a biological nutrient removal (BNR) system are discussed.

Acinetobacter↗