Disinfection Performance in Wastewater Stabilization Ponds in Cold Climate Conditions: A case study in Nunavut, Canada
- Dr. Pascale Champagne
Lei Liu & Alan MacDougall Department of Civil Engineering, Queen’s University Kingston, Ontario, Canada
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Disinfection Performance in Wastewater Stabilization Ponds in Cold - - PowerPoint PPT Presentation
Disinfection Performance in Wastewater Stabilization Ponds in Cold Climate Conditions: A case study in Nunavut, Canada Dr. Pascale Champagne Lei Liu & Alan MacDougall Department of Civil Engineering, Queens University Kingston, Ontario,
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WSP facility located in Amherstview, ON, Canada
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WSP facility located in Pond Inlet, Nunavut, Canada
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Bolton, N. F., Cromar, N. J., Hallsworth, P., Fallowfield, H. J., 2010. A review of the factors affecting sunlight inactivation of microorganisms in waste stabilisation ponds: preliminary results for enterococci. Water Sci. Technol. 61, 885-890.
Bacteria Viruses Protozoa Helminth Pathogenic Organisms
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<-----> CO2 + H20
HCO3-
H2O <-----> H2CO3* + 0H-
CO32-
H2O <-----> HCO3- + 0H-
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Representation of endogenous photo-oxidation. E. coli cell constituent exposed to UV-B radiation, producing reactive oxygen species (ROS). The ROS damages DNA, resulting in cell death.
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Representation of endogenous photo-oxidation. E. coli cell constituent exposed to UV-B radiation, producing reactive oxygen species (ROS). The ROS damages DNA, resulting in cell death.
Nunavut Water Board (NWB)
City of Toronto
(CFU/100mL) 104-106 200
naturalized disinfection in WSPs do not meet certain threshold, disinfection can be compromised.
source water protection (SWP).
Arctic WSP in Pond Inlet, NU (top). E. coli O157:H7 bacteria under electron microscope (bottom).
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“…wastewater management, particularly sewage, is especially problematic for First Nations. This problem is not just about how others dispose of their sewage and how this affects our lands and waters, but how inadequate our own wastewater systems are on our reserves. … 75% of the 740 water treatment systems on reserves and 70% of the 462 wastewater treatment systems on reserves posed a medium-to- high risk to drinking water and wastewater quality…”
AFN, 2012
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Pond Inlet WSP
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Pond Inlet We are here! 72o42’N:77o57’W
Pond Inlet Volume (m3) ~100,000 Depth (m) 1.5-3m Discharge rate (m3/day) ~104 Population 1500
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Approximated hydraulic model Pond Inlet WSP (a) Plan view with sampling plan (b) Profile view of bathymetry
Characteristics of Pond Inlet WSP
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Figure 8.a) pH, DO and temperature values with interpolation between trip 1 and trip 2 b) Synthesized surface irradiance at the surface of the WSP
normal distribution with standard deviation of the sampled data.
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Parameter Influent Trip 1 (July) Trip 2 (August) pH 7.3 9.4 7.4 Temperature (°C) 22 17.5 7 TN (mg/L) 41 N/A 26 (37%) TP(mg/L) 63 38 (40%) 39 (38%) COD (mg/L) 650 378 (42%) 492 (24%)
Chl-a Chl-b
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Trip 1
Trip 1 (July) Trip 2 (August) Influent Effluent Influent Effluent
5.1 x 106 8.9 x 105 2.5 x 107 1.3 x 106 Fecal coliforms (CFU/100ml) 1.8 x 107 2.8 x 106 1.1 x 108 1.1 x 107 Total coliforms (CFU/100ml) 2.3 x 107 3.7 x 106 1.3 x 108 1.23 x 107
Standard Nunavut Water Board (NWB)
104 - 106
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Pond Inlet Clyde River Effluent Primary effluent Final effluent
8.9 x 105/ 1.3 x 106 5.18 x 106 1.61 x 104 Clyde River WSPs
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Pond Inlet Clyde River
Parameters considered in these models:
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A comparison of past models in predicting performance using data collected from Pond Inlet, NU. Model Parameters
Marais (1974)
Temperature
Auer et al. (1993)
Sunlight, sedimentation
Curtis et al. (1992)
Sunlight, pH, DO
Xu et al. (2001)
Sunlight, temperature
Mayo (1995)
Sunlight, pH
Mortality rates predicted by the models over the course of the treatment season
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