pamela chelme ayala and mohamed gamal el din...pamela chelme‐ayala and mohamed gamal el‐din...
TRANSCRIPT
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Pamela Chelme‐Ayala and Mohamed Gamal El‐Din
Department of Civil and Environmental Engineering
University of Alberta, Edmonton, Canada
April 23, 2010
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WaterTech 20102
1. Process Fundamentals
2. Application in Water Treatment
3. Application in Wastewater Treatment
4. Concluding Remarks
Presentation Outline
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WaterTech 20103
1. Process Fundamentals1. Process Fundamentals
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WaterTech 20104
1. Process Fundamentals
Ozone‐Based Process Non‐Ozone‐Based ProcessesOzonation Ultraviolet light (UV)/H2O2Ozone (O3)/hydrogen peroxide (H2O2)
Vacuum UV
O3/UV TiO2/hνO3/H2O2/UV Photo‐Fenton (UV/H2O2)
O3/ Titanium dioxide (TiO2)Anodic Fenton (iron electrode)
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WaterTech 2010
Mechanisms
5
O3
+M
+I
MOX (Direct reaction, high selectivity)
• OH (Indirect reaction, AOP)+M
MOX
O2 ClO2 Cl2 MnO4‐ H2O2 O3 ∙OH
Eo (V) 1.23 1.27 1.36 1.67 1.77 2.07 2.80
1. Process Fundamentals
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WaterTech 20106
1. Process Fundamentals
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WaterTech 20107
1. Process Fundamentals
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WaterTech 20108
1. Process Fundamentals
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WaterTech 20109
1. Process Fundamentals
WastewaterSpecific
contaminantKinetic Regime
Pathway Treatment
Swine ManureOdor
compoundsFast regime
Direct Ozone reaction
AOP not recommended
Petrochemical Benzoic acidVery slow regime
Indirect Reaction
AOP recommended
Municipal AmmoniaVery slow regime
Indirect Reaction
AOP recommended
Textile Azoic dyes Fast regimeDirect Ozone reaction
AOP not recommended
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WaterTech 201010
2. Application in Water Treatment2. Application in Water Treatment
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WaterTech 201011
Applications in Water Treatment
Degradation of Pesticides in Natural Water
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WaterTech 201012
Application in Water Treatment:
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WaterTech 201013
Applications in Water Treatment
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WaterTech 201014
Applications in Water Treatment
• Pesticide degradation in river water and irrigation return flow water
• Toxicity assessed using Microtox® bioassay
• By‐product identification
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WaterTech 201015
Applications in Water Treatment
Bromoxynil decay
UPW: Ultrapure waterW1: Saskatchewan River waterW2: Irrigation return flow water flowing into the Redwater River
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WaterTech 201016
Applications in Water Treatment
Trifluralin decay
UPW: Ultrapure waterW1: Saskatchewan River waterW2: Irrigation return flow water flowing into the Redwater River
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WaterTech 201017
Applications in Water Treatment
Predicted bromoxynil oxidation by O3 and •OH pathways
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WaterTech 201018
Applications in Water Treatment
Toxic effects of bromoxynil and trifluralin on Vibrio fischeri
W1: Saskatchewan River waterW2: Irrigation return flow water flowing into the Redwater River
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WaterTech 201019
Applications in Water Treatment
By‐product identification
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WaterTech 201020
Applications in Water Treatment
Summary
• Bromoxynil and trifluralin could not be significantly degraded during conventional ozonation in natural water.
• Toxicity bioassay indicated a decrease in toxicity during the first minutes of reaction. However, an increase in toxicity was observed in the following minutes of reaction.
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WaterTech 201021
3. Application in Wastewater Treatment3. Application in Wastewater Treatment
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WaterTech 201022
Applications in Wastewater Treatment
Ozonation of Oil Sands Process‐Affected Water
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WaterTech 201023
Application in Wastewater Treatment:
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WaterTech 201024
Applications in Wastewater Treatment
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WaterTech 201025
Applications in Wastewater Treatment
Removal of Suspended Solids •Physical‐chemical treatment
Removal of Residual Organics/Solids
•Biological activated carbon filtration
•Sand filtration•Reverse osmosis
Boiler Water,Cooling Water, or Safe Discharge
Tailings Pond Water
Tertiary Treatment
Primary Treatment
Removal of Dissolved Solids/Organics
•Adsorption•Chemical oxidation•Ultrafiltration, nanofiltration
Secondary Treatment
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WaterTech 201026
Applications in Wastewater Treatment
• Degradation levels
• Biodegradability
• Toxicity assessment
HC OzoneMonitor
LC OzoneMonitor
OzoneGenerator
Stir Plate
HC OzoneMonitor
PG
PG
PG
KI KI KI
Wet Testmeter
PG Pressure gauge
3-way valve
Y connection
OSPW
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WaterTech 201027
Applications in Wastewater Treatment
• ozone contactor with a capacity of 1000 mL (222×56 mm i.d.)• gas flow rate:2 L/min• ozone concentration in the feeding gas: 25 g/m3.
Degradation of Naphthenic Acids
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WaterTech 201028
Applications in Wastewater Treatment
Effect of ozonation on DOC
32% DOC reduction @30 min
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WaterTech 201029
Applications in Wastewater Treatment
Effect of ozonation on BOD5/COD ratio
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WaterTech 201030
Applications in Wastewater Treatment
Toxicity of ozonated OSPW
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WaterTech 201031
Applications in Wastewater Treatment
Summary
• Ozone is a promising advanced treatment technology for the naphthenic acids removal from OSPW (>99% removal).
• Ozone treatments increase the biodegradability of OSPW.
• OSPWs have less toxicity after ozone treatments.
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WaterTech 201032
Applications in Wastewater Treatment
Future Works
Enhance the ozone use efficiency
Assess process scalability
Apply AOPs
Understand the mechanism of degradation
Characterization of by‐products
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WaterTech 201033
4. Concluding Remarks4. Concluding Remarks
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WaterTech 201034
Ozone‐based AOPs are effective technologies in removing many organic, inorganic and microbiological pollutants.
Areas that require further development:
• By‐product toxicity
• Energy efficiency
4. Concluding Remarks
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WaterTech 201035
Acknowledgements