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Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario

(2018) WATER. 10(3).
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Abstract
Emerging global threats, such as climate change, urbanization and water depletion, are driving forces for finding a feasible substitute for low cost-effective conventional activated sludge (AS) technology. On the other hand, given their low cost and easy operation, nature-based systems such as constructed wetlands (CWs) and waste stabilization ponds (WSPs) appear to be viable options. To examine these systems, a 210-day experiment with 31 days of peak load scenario was performed. Particularly, we conducted a deliberate strategy of experimentation, which includes applying a preliminary study, preliminary models, hypothetical tests and power analysis to compare their removal efficiencies and resilience capacities. In contrast to comparable high removal efficiencies of organic matter-around 90%-both natural systems showed moderate nutrient removal efficiencies, which inferred the necessity for further treatment to ensure their compliance with environmental standards. During the peak period, the pond treatment systems appeared to be the most robust as they indicated a higher strength to withstanding the organic matter and nitrogen shock load and were able to recover within a short period. However, high demand of land-2.5 times larger than that of AS-is a major concern of the applicability of WSPs despite their lower operation and maintenance (O&M) costs. It is also worth noting that initial efforts on systematic experimentation appeared to have an essential impact on ensuring statistically and practically meaningful results in this comparison study.
Keywords
conventional activated sludge, constructed wetlands, waste stabilization ponds, performance comparison, resilience capacity, FLOW CONSTRUCTED WETLANDS, NUTRIENT REMOVAL, ACTIVATED-SLUDGE, NITROGEN-REMOVAL, VERTICAL FLOW, POND SYSTEMS, PERFORMANCE, NITRIFICATION, TEMPERATURE, RECOVERY

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Citation

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MLA
Ho, Long Tuan et al. “Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities Between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario.” WATER 10.3 (2018): n. pag. Print.
APA
Ho, L. T., Van Echelpoel, W., Charalambous, P., López Gordillo, A. P., Thas, O., & Goethals, P. (2018). Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario. WATER, 10(3).
Chicago author-date
Ho, Long Tuan, Wout Van Echelpoel, Panayiotis Charalambous, Ana Paulina López Gordillo, Olivier Thas, and Peter Goethals. 2018. “Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities Between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario.” Water 10 (3).
Chicago author-date (all authors)
Ho, Long Tuan, Wout Van Echelpoel, Panayiotis Charalambous, Ana Paulina López Gordillo, Olivier Thas, and Peter Goethals. 2018. “Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities Between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario.” Water 10 (3).
Vancouver
1.
Ho LT, Van Echelpoel W, Charalambous P, López Gordillo AP, Thas O, Goethals P. Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario. WATER. 2018;10(3).
IEEE
[1]
L. T. Ho, W. Van Echelpoel, P. Charalambous, A. P. López Gordillo, O. Thas, and P. Goethals, “Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario,” WATER, vol. 10, no. 3, 2018.
@article{8557041,
  abstract     = {Emerging global threats, such as climate change, urbanization and water depletion, are driving forces for finding a feasible substitute for low cost-effective conventional activated sludge (AS) technology. On the other hand, given their low cost and easy operation, nature-based systems such as constructed wetlands (CWs) and waste stabilization ponds (WSPs) appear to be viable options. To examine these systems, a 210-day experiment with 31 days of peak load scenario was performed. Particularly, we conducted a deliberate strategy of experimentation, which includes applying a preliminary study, preliminary models, hypothetical tests and power analysis to compare their removal efficiencies and resilience capacities. In contrast to comparable high removal efficiencies of organic matter-around 90%-both natural systems showed moderate nutrient removal efficiencies, which inferred the necessity for further treatment to ensure their compliance with environmental standards. During the peak period, the pond treatment systems appeared to be the most robust as they indicated a higher strength to withstanding the organic matter and nitrogen shock load and were able to recover within a short period. However, high demand of land-2.5 times larger than that of AS-is a major concern of the applicability of WSPs despite their lower operation and maintenance (O&M) costs. It is also worth noting that initial efforts on systematic experimentation appeared to have an essential impact on ensuring statistically and practically meaningful results in this comparison study.},
  articleno    = {328},
  author       = {Ho, Long Tuan and Van Echelpoel, Wout and Charalambous, Panayiotis and López Gordillo, Ana Paulina and Thas, Olivier and Goethals, Peter},
  issn         = {2073-4441},
  journal      = {WATER},
  keywords     = {conventional activated sludge,constructed wetlands,waste stabilization ponds,performance comparison,resilience capacity,FLOW CONSTRUCTED WETLANDS,NUTRIENT REMOVAL,ACTIVATED-SLUDGE,NITROGEN-REMOVAL,VERTICAL FLOW,POND SYSTEMS,PERFORMANCE,NITRIFICATION,TEMPERATURE,RECOVERY},
  language     = {eng},
  number       = {3},
  pages        = {15},
  title        = {Statistically-Based Comparison of the Removal Efficiencies and Resilience Capacities between Conventional and Natural Wastewater Treatment Systems: A Peak Load Scenario},
  url          = {http://dx.doi.org/10.3390/w10030328},
  volume       = {10},
  year         = {2018},
}

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