Optimization of waste stabilization pond design for developing nations using computational fluid dynamics

被引:44
|
作者
Olukanni, David O. [1 ]
Ducoste, Joel J. [1 ,2 ]
机构
[1] Covenant Univ, Dept Civil Engn, Ota, Ogun State, Nigeria
[2] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27696 USA
关键词
Wastewater; Waste stabilization pond; Disinfection; CFD; Optimization; HYDRAULIC PERFORMANCE; WATER TREATMENT; BAFFLES; REMOVAL; REUSE; MODEL;
D O I
10.1016/j.ecoleng.2011.06.003
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Waste stabilization ponds (WSPs) have been used extensively to provide wastewater treatment throughout the world. However, no rigorous assessment of WSPs that account for cost in addition to hydrodynamics and treatment efficiency has been performed. A study was conducted that utilized computational fluid dynamics (CFD) coupled with an optimization program to optimize the selection of the best WSP configuration based on cost and treatment efficiency. The results of monitoring the fecal coliform concentration at the reactor outlet showed that the conventional 70% pond-width baffle pond design is not consistently the best pond configuration as previously reported in the literature. The target effluent log reduction can be achieved by reducing the amount of construction material and tolerating some degree of fluid mixing within the pond. As expected, the multi-objective genetic algorithm optimization did produce a lower-cost WSP design compared to a SIMPLEX optimization algorithm, however, with only a marginal increase in the effluent microbial log reduction. Several other designs generated by the CFD/optimization model showed that both shorter and longer baffles, alternative depths, and reactor length to width ratios could improve the hydraulic efficiency of the ponds at a reduced overall construction cost. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:1878 / 1888
页数:11
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