Trihalomethane Control at Tres Rios WRF Jeff Prevatt Pima County - - PowerPoint PPT Presentation
Trihalomethane Control at Tres Rios WRF Jeff Prevatt Pima County - - PowerPoint PPT Presentation
Trihalomethane Control at Tres Rios WRF Jeff Prevatt Pima County RWRD May 9, 2015 DBPs Haloacetic Acids NDMA Bromate Bromoacetic Acid Chloroacetic Acid Chlorite Dibromoacetic Acid Dichloroacetic Acid Trichloroacetic Acid Common THMs
DBPs
Krasner, 2007
Tribromomethane - Bromoform Dibromochloromethane Dichlorobromomethane
Common THMs Haloacetic Acids
Dibromoacetic Acid Chloroacetic Acid Dichloroacetic Acid Trichloroacetic Acid Bromoacetic Acid
NDMA Bromate Chlorite
Trichloromethane - Chloroform
The DBP Dilemma
Factors
- Disinfection dosage
- Disinfectant type
– Cl, NH2Cl, ClO2, ozone
- pH of the water
- Ammonia
- Bromide ion concentration
- Contact time
Why Should We Care?
Where is your w ater?
2.1% of Earth’s waters are bound in ice caps and glaciers 97.2% of Earth’s waters are saline 0.6% of Earth’s waters are groundwater 0.1% of Earth’s waters reside in surface water and atmospheric moisture
DBPs Can Be Carcinogens
THM Trend During Construction
THM Volatility
Brooke & Collins, 2009
Spray Stripping Pilot Demonstration
Spray Stripping Pilot Demonstration
Nozzle Pressure Minimum THM Removal Maximum THM Removal 19 psi 24% 64% 32 psi 38% 62%
Influencing Factors for THM Removal
Droplet Diameter Droplet Travel Distance Water Temperature THM Species Present
Spray Stripping Pilot Demonstration
Ammonia vs THM Control Strategy
Ammonia vs THM Control Strategy
20 40 60 80 100 120 10.2 4.98 4.94 4.04 3.9 2.66 2.5 2.24 1.8 1.66 1.49 1.19 1.15 0.82 0.54 0.42 0.29 0.68 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND THM Concentration (ug/l) Ammonia Concentration (mg/l)
THM/Ammonia - Top of CCB January - August 2013
Tres Rios WRF
Centrate Addition Bench Test
Ammonia Residual Results
Elapsed Time Beaker 1, mg/L Beaker 2, mg/L Beaker 3, mg/L Beaker 4, mg/L Average, mg/L
2 hr 0.782 0.629 0.591 0.521 0.631 3 hr 0.821 0.682 0.630 0.566 0.675 4 hr 0.870 0.738 0.690 0.620 0.730 5 hr 0.923 0.794 0.746 0.676 0.785
Centrate Addition Bench Test
Settling Characteristics
ML Control Soln. ML + Centrate Soln. Elapsed Time Ammonia mg/L Turbidity mg/L Ammonia mg/L Turbidity mg/L
0.5 hr 0.032 1.61 0.569 0.80 2.25 hr 0.055 0.57 0.549 0.90 3.25 hr 0.069 0.55 0.538 0.69 5.25 hr 0.083 0.57 0.514 0.63
THM Diurnal Characteristics
10 20 30 40 50 60 20 40 60 80 100 120 140
MGD
TTHM UG/L
Diurnal TTHM
Centrate Addition Bench Test
NH3 THM Secondary Clarifier CCB Irrigation Valves Irrigation Timer Storage Tank
Centrate Return Line
Diurnal Pilot Control Strategy
10 20 30 40 50 60 70 80 90 100
TTHM UG/L
No Control Valve #1 Valve #2
MGD
THM vs Chlorine Demand
THM On-Line Analyzer
20 40 60 80 100 120 140 160 TTHM, UG/L
TTHM Analyzer Performance
AMS-100 EPA 624
THM Reduction
20 40 60 80 100 120 140 160 11/25/2014 17:07 11/28/2014 12:01 11/30/2014 16:01 12/2/2014 20:01 12/5/2014 0:01 12/7/2014 4:01 12/9/2014 8:01 12/11/2014 12:01 12/14/2014 4:01 12/16/2014 8:01 12/18/2014 16:01 12/20/2014 16:01 12/22/2014 20:01 12/25/2014 0:01 12/27/2014 6:33 12/29/2014 20:01 1/1/2015 0:01 1/3/2015 4:01 1/5/2015 8:01 1/7/2015 12:01 1/9/2015 16:01 1/12/2015 12:01 1/14/2015 16:01 1/16/2015 20:01 1/19/2015 12:01 1/21/2015 16:01 1/23/2015 22:22 1/26/2015 12:01 1/28/2015 16:01 1/30/2015 20:01 2/2/2015 0:01 2/4/2015 4:01 2/6/2015 8:01 2/9/2015 0:01 2/11/2015 4:01 2/13/2015 8:01 2/15/2015 12:01 2/17/2015 16:01 2/19/2015 20:01 2/22/2015 12:01 2/24/2015 16:01 2/27/2015 16:01 3/1/2015 20:01 3/4/2015 0:01 3/6/2015 4:01 3/8/2015 8:01 3/10/2015 12:01 3/12/2015 16:01 3/15/2015 8:01
TTHM ug/L
Centrate Addition - Next Steps
NH3 THM Secondary Clarifier CCB Storage Tank
Centrate Return Line
Variable Frequency Drive Pump
CRAO Laboratory
CRAO Laboratory
WEST Center Labs
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