Capacitive Deionization for the Removal of Total Dissolved Solids from Waste Waters: High Water Recoveries Coupled with High Ion Removal Efficiency Gene.

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Presentation transcript:

Capacitive Deionization for the Removal of Total Dissolved Solids from Waste Waters: High Water Recoveries Coupled with High Ion Removal Efficiency Gene S. Shelp*, Leonard P. Seed, Iurie Pargaru, Daren D. Yetman and John M. Motto ENPAR Technologies, Inc., Guelph, Ontario, CANADA

One billion people worldwide do not have access to a safe water supply. WHO statistics

Worldwide, WHO statistics 2.4 billion people do not have access to effective wastewater treatment Worldwide, WHO statistics

Water Issues Possible sources of contamination: Nitrate Ammonia Arsenic Fluoride TDS (Salinity) Hardness Radionuclides

Current Technologies Contaminant Technology Nitrate Biological, Ion Exchange Ammonia Biological Arsenic Absorbents Fluoride Membrane Systems Salinity Hardness Ion Exchange Radionuclides Chemical Precipitation

ENPAR’s ESD System treats all dissolved ions including arsenic, fluoride, hardness, metals and nitrate while maintaining HIGH WATER RECOVERIES. ESD purifies water through Capacitive Deionization (CDI) using proprietary carbon electrodes.

ESD System Contaminants: Salts Nitrate Ammonia Treated Water Arsenic Metals Negative Electrode + + + + + + + + + + + + + Treated Water + - + - + - - + + + - + - - - - - - - - - - - - - - - Positive Electrode @ U = 1 Volt

Main Advantages of ESD System Minimal pretreatment of the source water is required. No sustained concentrate leading to the formation of precipitates and fouling. High ion removal efficiencies coupled with extremely high water recovery rates. Long life cycles of the capacitor materials.

Main Advantages of ESD System No continual addition of salts or chemicals to treated water Readily removes problem contaminants such as nitrate, perchlorate, fluoride and arsenic and can be designed to remove specific monovalent ions without complete deionization of the water stream Can be tuned to operate at various levels of ion removal and water recovery efficiencies

ESD vs Membrane (RO) (Comparison is for drinking water quality) >95% water recovery < 70% water recovery $0.06 per m3 $0.08 – 0.16 per m3 No Water Softening Water Softening a Must Low maintenance High maintenance Versatile – target problem contaminants i.e., As, NO3 Total ion removal

Description of Systems Benchtop Test Station 0.7 m2 total electrode surface area 300-400 mL/min treatment rates Pilot Scale Systems 10 m2 electrode surface area 2, 4 and 10 cell groups have been constructed Operated electrically in series and hydraulically in parallel

Benchtop ESD 400 4-Cell ESD 9k

Mobile Unit –South Africa/Australia

Bench Scale Testing: TDS Removal from Process Water In conjunction with a Hamilton, ON steel company, water was sampled from Hamilton Harbour in western Lake Ontario Outlet targets: calcium and chloride concentrations to 40 mg/L and 60 mg/L respectively ESD system was configured to provide removal TDS of approximately 80% based on conductivity measurements

Bench Scale Testing: TDS Removal from Process Water Parameter (unit) Input Treated Water Waste Stream pH 7.6 6.7 8.3 Conductivity (mS/cm) 757 117 13,450 TDS (mg/L) 462 77 Approx. 8200 Na (mg/L) 66 11 2000 Ca (mg/L) 55 5.4 (90%) 208 Mg (mg/L) 15 1.6 71 Fe (mg/L) 0.37 0.12 N/A Cl- (mg/L) 121 21 (80%) >3900 SO42- (mg/L) 57 6.3 628 Water recovery of approximately 95% achieved during study

Bench Scale Testing: Groundwater Contaminated with Nitrate Groundwater contaminated with nitrate-N up to 34 mg/L and overall TDS of 790 mg/L Minimize overall TDS removal while reducing nitrate-N to less than 10 mg/L Alternate cell design was developed which targeted removal of nitrate while minimizing removal of multivalent ions Water recoveries of up to 95% were attained during the study Greater removal of monovalent ions was observed compared to multivalent ions, with excellent selectivity in removal of nitrate (69% compared to 35% removal of overall TDS)

Bench Scale Testing: Groundwater Contaminated with Nitrate

Bench Scale Testing: Groundwater Contaminated with Nitrate Parameter (unit) Input Treated Water Waste Stream pH 8.15 7.93 7.85 Conductivity (µS/cm) 1,300 870 6,800 TDS (mg/L) 787 512 4110 Ca (mg/L) 69 68 170 Mg (mg/L) 17 31 Na (mg/L) 127 59 770 K (mg/L) 56 23 510 NO3--N (mg/L) 9.6 270 Cl- (mg/L) 130 72 940 SO42- (mg/L) 120 Water Recovery 92%

Bench Scale Testing: Purification of High TDS Water Testing performed on RO waste stream samples from Middle East; conductivity 13.5 mS/cm Objective: highest water recovery possible, conductivity in the rage 0.6-0.8 mS/cm Following three purification cycles, 74% water recovery, 93% TDS removed, conductivity 0.9 mS/cm High water recovery achieved by recycling waste stream from third stage to purification of first stage

Bench Scale Testing: Purification of High TDS Water Stage 1 Stage 2 Stage 3 Conductivity (Inlet, mS/cm) 13.48 10.11 6.33 Conductivity (Concentrate, mS/cm) 35.30 29.90 15.40 Conductivity (Treated, mS/cm) 0.927 TDS Removal (%) 25.00 37.39 85.36 (93.121) Water Recovery (%) 86.99 85.39 68.48 (74.292) 1Overall removal of TDS over three stages of water treatment 2Overall water recovery when recycling Stage 3 waste stream into Stage 1 inlet for processing

Pilot Testing: Removal of Arsenic from Groundwater ESD 5k System with a capacity of treating 5000 L/day used to examine the removal of arsenic from groundwater sources  TDS of the groundwater, located in the town of Huautla, Mexico, was measured at 339 mg/L with an arsenic concentration of 0.210 mg/L In addition to testing the raw groundwater, water spiked with arsenic to a level of 0.820 mg/L was also tested ESD System was configured for a TDS removal of approximately 95%

Pilot Testing: Removal of Arsenic from Groundwater Results of testing demonstrated consistent and effective removal of arsenic to below the detection limit (< 0.005 mg/L) when treating both raw and spiked groundwater with up to 99.4% removal efficiency Water recoveries of up to 97% were achieved during the trials Power consumption for the CDI cells was found to be 0.80 kWh/m3 of water treated Total power consumption for the system, including cells, pump, and controls was measured to be 1.37 kWh/m3 of water treated

SUMMARY Currently a need for a reliable, high efficiency, low maintenance technology for the treatment of drinking water, wastewater, and industrial process water This technology should also be efficient at addressing problem contaminants such as arsenic and nitrate which could become a serious issue if found in high concentrations in drinking water We have shown that the ESD System is a promising technology for the treatment of these wastewater systems Compared to traditional approaches (e.g. RO), the ESD System provides high contaminant removal efficiencies while achieving high water recoveries, with minimal waste volumes

Gracias! Inlet Treated Waste