Cost Analysis of Trickling-filtration and Activated-sludge Plants for the Treatment of Municipal Wastewater
نویسنده
چکیده
Cost estimation is an important consideration for the development and evaluation of wastewater treatment alternatives. This paper evaluates the most cost-effective treatment scheme among different plants employing two biological processes most commonly used for the treatment of municipal wastewater in Saudi Arabia, activated sludge and trickling filtration, by using a computer-based treatment cost estimating model. Project, and annual operation and maintenance (O & M) costs of trickling filtration (TF) are compared to those of two activated sludge (AS) systems: complete-mix and oxidation-ditch systems. Each system is a part of a complete treatment scheme for wastewater and sludge. The schemes are designed first on the basis of process variables and the reclaimed-water quality criteria for unrestricted irrigation specified by the Ministry of Water and Electricity, and then costed. In addition, cost effectiveness analysis is performed. For a flow of 200,000 m/day with BOD and SS of 300 mg/L and 400 mg/L, respectively, costs of treatment alternatives are evaluated in 2006 Saudi Riyals. Results reveal that project costs of the AS plants are more than that of the TF plant by about 12%-13%. The present worth costs of the former plants are also higher than that of the latter by about 18%-19%. Results also show that the annual O & M of the completely mixed and oxidation-ditch AS plants cost more than the TF plant by about 53% and 46%, respectively. The per unit cost of the TF plant is estimated at SR 1.06/m, while the costs for the complete-mix and oxidation ditch AS plants are respectively, SR 1.25/m and SR 1.23/m. Accordingly, the TF is obviously the most-cost effective treatment alternative.
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