Feasibility of using constructed treatment wetlands for municipal wastewater treatment in the Bogota Savannah, Colombia

被引:52
作者
Arias, Mauricio E. [1 ]
Brown, Mark T. [1 ]
机构
[1] Univ Florida, Howard T Odum Ctr Wetlands, Phelps Lab, Dept Environm Engn Sci, Gainesville, FL 32611 USA
关键词
Municipal wastewater; Emergy; Developing countries; Appropriate technology; EMERGY ANALYSIS; PERFORMANCE; EFFICIENCY; SYSTEM; DESIGN;
D O I
10.1016/j.ecoleng.2009.03.017
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
The main water bodies in the Bogota Savannah have been seriously polluted due to the mismanagement of domestic, agricultural, and industrial wastewater. While there are a number of wastewater treatment facilities in the region, most do not function properly. There is a great need for inexpensive and sustainable wastewater treatment systems that are not technologically sophisticated and that do not require intensive management. The main goal of this study was to quantify the performance and sustainability of treatment wetlands and existing wastewater treatment systems in this region. Using data from the literature, a treatment wetland model was developed, which focused on pollutant removal. The modeled performance was compared to a system of waste stabilization ponds and a sequencing batch reactor. The three systems were subject to cost analysis and an emergy evaluation, leading to the assessment of indicators of cost-benefit for comparison. The economic analysis suggested that the net annual cost of the treatment wetland was US$ 14,672, compared to US$ 14,201 for the stabilization ponds and US$ 54,887 for the batch reactor. The emergy evaluations show that the ponds have the lowest annual emergy flow (6.65 + 16 sej/yr), followed by the constructed wetland (2.88E+17 sej/yr) and the batch reactor (8.86E+17 sej/yr). These results were combined to estimate treatment ratios (contaminants removed per lifetime cost, and contaminants removed per total emergy), cost ratios (cost per volume of water, annual cost per capita, and construction cost per capita), and emergy ratios (treatment yield, renewable emergy, lifetime emprice, construction emprice. non-renewable emergy, empower density, environmental loading, total emergy per volume of water, and emergy per capita). (c) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:1070 / 1078
页数:9
相关论文
共 27 条
[1]  
AQUAVIP, 2000, DISENO CONSTRUCCION
[2]  
BEHREND GR, 2001, EMERGY SYNTHESIS, V4
[3]  
BRANDTWILLIAMS S, 2002, HDB EMEERGY EVALUATI
[4]  
Brown M.T., 2001, Handbook of Emergy Evaluation: Folio 3 Emergy of Ecosystems
[5]  
Buranakarn V, 1998, THESIS U FLORIDA
[6]  
*CAR, 2003, PLANT TRAT AG RES OP
[7]  
CASTANO JM, 2005, P C EC APPL WAST RIS
[8]   The relationship between ecosystem services and purchased input in Swedish wastewater treatment systems -: a case study [J].
Geber, U ;
Björklund, J .
ECOLOGICAL ENGINEERING, 2001, 18 (01) :39-59
[9]   Constructed wetlands in Queensland: Performance efficiency and nutrient bioaccumulation [J].
Greenway, M ;
Woolley, A .
ECOLOGICAL ENGINEERING, 1999, 12 (1-2) :39-55
[10]  
Kadlec R. H., 1996, Treatment Wetlands