Wetland to pond treatment gradients

Water Science and Technology

Volumn 51, Issue 9, 2005, Pages 291-298

  Kadlec, R H ^a  

^a Wetland Management Services   (United States)

Author keywords

Ammonia; BOD; Coliforms; Ponds; TSS; Wetlands

Indexed keywords

AMMONIA; BIOCHEMICAL OXYGEN DEMAND; CHEMICALS REMOVAL (WATER TREATMENT); HYDRAULICS; PONDING; VEGETATION; WATER POLLUTION; WATER TREATMENT;

AMMONIA REMOVAL; POLLUTANT; POND TREATMENT; PONDS;

WETLANDS;

AMMONIA; OXYGEN;

AMMONIA; CHEMICAL OXYGEN DEMAND; CONSTRUCTED WETLAND; MICROBIAL POLLUTANT; POLLUTANT REMOVAL; WASTEWATER TREATMENT;

ARTICLE; BIOCHEMICAL OXYGEN DEMAND; CONTROLLED STUDY; HYDRAULIC CONDUCTIVITY; MACROPHYTE; POND; VEGETATION DYNAMICS; WASTE COMPONENT REMOVAL; WASTE WATER MANAGEMENT; WATER POLLUTANT; WETLAND;

EID: 21844466213     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2005.0340     Document Type: Article

References (30)

1. Abis, K.L. (2002). The performance of facultative waste stabilization ponds in the United Kingdom. PhD Dissertation, University of Leeds, Leeds, UK.
2. Bavor, H.J., Roser, D.J., McKersie, S A. and Breen, P. (1988). Treatment of Secondary Effluent, Report to Sydney Water Board, Sydney, NSW, Australia.
3. Cavalcanti, P.F.F., van Haandel, A. and Lettinga, G. (2001). Polishing ponds for post-treatment of digested sewage: part I: flow-through ponds. Wat. Sci. Tech., 44(4), 237-245.
4. CH2M Hill (1998). North American Treatment Wetland Database v2.0. Compact Disk, CH2M Hill, Gainesville, FL, USA.
5. Craggs, R.J., Tanner, C.C., Sukias, J.P.S., and Davis-Colley, R.J. (2003). Dairy farm wastewater treatment by an advanced pond system. Wat. Sci. Tech., 48(2), 291-297.
6. Davis-Colley, R.J., Craggs, R.J. and Nagels, J.W. (2003). Disinfection in a pilot-scale "advanced" pond system (APS) for domestic sewage treatment in New Zealand. Wat. Sci. Tech., 48(2), 81-87.
7. El Hamouri, B., Jellal, J., Outabiht, H., Nebri, B., Khallayoune, K., Benkerroum, A., Hajli, A. and Firadi, R. (1995). The performance of a high-rate algal pond in the Moroccan climate. Wat. Sci. Tech., 31(12), 67-74.
8. Hill, V.R. and Sobsey, M.D. (2003). Performance of swine waste lagoons for removing Salmonella and enteric microbial indicators. Trans. ASAE, 46(3), 781-788.
9. Kadlec, R.H. and Knight, R.L. (1996). Treatment Wetlands. CRC Press, Boca Raton, FL, USA.
10. Kadlec, R.H. (2003). Effects of pollulant speciation in treatment wetland design. Ecol. Eng., 20(1), 1-16.
11. Kadlec, R.H. (2004). Vegetation effects or ammonia reduction in treatment wetlands. In: Nutrients Cycling in Natural and Constructed Wetlands, Vymazal, J. (ed.). Backhuys Publishers, Leiden, Netherlands (in press).
12. Knight, R.L., Hilleke, J. and Grayson, S. (1994). Design and performance of the Champon pilot-constructed wetland treatment system. Tappi J., (77), 240-245.
13. Lloyd, B.J., Vorkas, C.A. and Guganessharajah, R.K. (2003). Reducing hydraulic short-circuiting in maturation ponds to maximize pathogen removal using channels and wind breaks. Wat. Sci. Tech., 48(2), 153-162.
14. Mangelson, K.A. (1972). Hydraulics of waste stabilization ponds and its influence on treatment efficiency. PhD dissertation, Utah State University, Logan, Utah, USA.
15. Mara, D.D. (2003). Design Manual for Waste Stabilization Ponds in the United Kingdom, University of Leeds, Leeds, UK.
16. Mendes, B.S., Nascimento, M.J., Pereira, M.I., Bailey, G., Lapa, N., Morais, J. and Oliveira, J.S. (1994). Ecoclimatic influence on waste stabilization pond (WSP) efficiencies. Wat. Sci. Tech., 30(8), 269-279.
17. Pano, A. and Middlebrooks, E.J. (1982). Ammonia nitrogen removal in facultative wastewater stabilization ponds. J. WPCF, 54(4), 344-351.
18. Pearson, H.W., Mara, D.D. and Arridge, H.A. (1995). The influence of pond geometry and configuration on facultative and maturation waste stabilisation pond performance and efficiency. Wat. Sci. Tech., 31(12). 129-139.
19. Peña, M.R., Mara, D.D. and Sanchez, A. (2000). Dispersion studies in anaerobic ponds: implications for design and operation. Wat. Sci. Tech., 10-11(42), 273-282.
20. Persson, J., Somes, N.L.G. and Wong, T.H.F. (1999). Hydraulic efficiency of constructed wetlands and ponds. Wat. Sci. Tech., 3(40), 291-300.
21. Poach, M.E., Hunt, P.G., Reddy, G.B., Stone, K.C., Matheny, T.A., Johnson, M.H. and Sadler, E.J. (2004). Ammonia volatilization from marsh-pond-marsh constructed wetlands treating swine wastewater. J. Environ. Qual., 33, 844-851.
22. Soares, J., Silva, S.A., de Oliveira, R., Araujo, A.L.C., Mara, D.D. and Pearson, H.W. (1996). Ammonia removal in a pilot-scale WSP complex in northeast Brazil. Wat. Sci. Tech., 7(33), 165-171.
23. Soler, A., Torrella, F., Sáez, J., Martínez, I., Nicolás, J., Llorens, M. and Torres, J. (1995). Performance of two municipal sewage stabilization pond systems with high and low loading in South-eastern Spain. Wat. Sci. Tech., 12(31), 81-90.
24. Stairs, D.B. (1993). Flow characteristics of constructed wetlands: tracer studies of the hydraulic regime. MS Thesis, Oregon State University.
25. Tadesse, I., Green, F.B. and Puhakka, J.A. (2003). Seasonal and diurnal variations of temperature, pH and dissolved oxygen in advanced integrated wastewater pond system® treating tannery effluent. Wat. Res., 3(38), 645-654.
26. Thackson, E.L., Shields, F.D., Jr and Schroeder, P.R. (1987). Residence time distributions of shallow basins. J. Environ. Engin., 113(6), 1319-1332.
27. USEPA (1983). Design Manual: Municipal Wastewater Stabilization Ponds, Washington, DC, EPA-625/1-83-015, Office of Water.
28. USEPA (2000). Constructed Wetlands Treatment of Municipal Wastewaters, Washington, DC, EPA/625/R-99/010.
29. Von Sperling, M. (1999). A critical analysis of classical design equations for waste stabilization lagoons and other wastewater treatment systems. Wat. Env. Res., 71(6), 1240-1243.
30. Xu, P., Brissaud, F. and Fazio, A. (2002). Non-steady-state modelling of faccal coliform removal in deep tertiary lagoons. Wat. Res., 36(12), 3074-3082.