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Pilot-Scale Evaluation of MF-Ozone-BAC Process Train for Removal of Emerging Contaminants Vijay Sundaram Robert W. Emerick, Ph.D., P.E. John P. Enloe, P.E. Stan Shumaker, P.E. Michael Drinkwater, P.E. Stephen Long City of Reno
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Study Motivation Indirect Potable Reuse Aquifer storage and recovery Effluent Dominated Surface Water Discharge Narrative toxicity
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Wastewater Treatment Options Implemented MF-Ozone Las Vegas, NV (Lake Discharge) Ozone-BAC El Paso, TX (Groundwater Recharge) MF-RO West Basin, CA (Groundwater Recharge) NEWater Project, Singapore (Potable Water Augmentation) Scottsdale, AZ (Groundwater Recharge) MF-RO-UV-Peroxide Orange County, CA (Groundwater Recharge)
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Process Train Comparisons CategoryMF-Ozone-BACMF-RO-UV-Peroxide EDCs and PPCPsDegradedConcentrated (side stream) Net TOC Rem.Slight Advantage EnergySubstantial Advantage SustainabilitySubstantial Advantage Reject/Side StreamsNoneSome SalinityUnchangedDecreased CorrosivityUnchangedIncreased
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RSWRF Pilot-Scale Project
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Membrane Pilot Unit WesTech Membrane Unit (0.01 M)
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Ozone Pilot Unit Feed and Off-gas Ozone Analyzers Applied Process Tech. HiPOx Ozone Unit Liquid Oxygen Supply In-line Injection
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BAC Unit ±11 gpm 30 min Empty Bed Contact Time Calgon Filtrasorb 400 Medium WesTech BAC Unit
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Results and Discussion Ozone Dosage Optimization / Peroxide Testing EDC and PPCP Removal Bromate Formation GAC to BAC Conversion Biomass Population Fingerprint
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Constituents below Detection Limits Acetaminophen (< 10 ng/L) Androstendione (< 10 ng/L) Caffeine (< 50 ng/L) Diethylstilbestrol ( < 2 ng/L) Estradiol (< 2 ng/L) Estriol (< 1 ng/L) Ethinyl Estradiol (< 2 ng/L) Ibuprofen (< 10 ng/L) Iopromide (< 100 ng/L) Pentoxifyline (< 1 ng/L) Progesterone (< 10 ng/L) Testosterone (< 10 ng/L) alpha-Estradiol ( < 1 ng/L)
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Constituents Removed at Ozone Dose of 3 mg/L or more Oxybenzone Estrone Carbamazepine Diclofenac Gemfibrozil Hydrocodone Methadone Naproxen Trimethoprim 4-Nonylphenol monoethoxylates 4-Nonylphenol diethoxylates Octylphenol
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Constituents with Inconsistent Results 4-Methylphenol Phenol TDCPP Triphenylphosphate TCEP Bisphenol A Salicylic Acid Atrazine Diazepam
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Removal of EDCs and PPCPs
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Byproduct Formation
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Bromate Mitigation: Experimental Design Factors Levels IIIIIIIVVVI O 3 Dose (mg/L)357 H 2 O 2 -O 3 Molar Ratio00.250.50.711.5 O 3 Injection Points13 Injection SequenceH 2 O 2 FirstH 2 O 2 Last Ozone Influent: Alkalinity = 92 mg/L pH = 6.9
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Effect of Peroxide on Bromate Formation
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Key Points Learned Ozone Dose >= 5 is recommended for EDC and PPCP removal, but may produce excess bromate Bromate control possible with peroxide addition, particularly peroxide first with multiple O 3 injection points Ammonia also plays a major role in preventing bromate formation
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Steady-State Process Monitoring Constituents RSWRF Pilot - Effluent Type SecondaryMembraneOzoneBAC TOC (mg/L)8.86.26.11.2 BDOC (mg/L)0.780.731.30.6 Plate Count (cfu/mL) 1.5E+022.8E+05 Bromate ( g/L) <1 3.9<1
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GAC to BAC Conversion
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Next Steps: Pilot-Scale Project Monitoring Sampling and quantification of contaminants after each treatment process 300+ contaminants of concern Biodegradable organic carbon (BDOC) Estrogenic activity (E-Screen) 30+ samples ±12 gallons/sample $300,000 (approx. lab cost)
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Acknowledgements City of Reno Southern Nevada Water Authority Shane Snyder, Ph.D. (Technical Advisor) University of Nevada, Reno Edward Kolodziej, Ph.D. (Technical Advisor) WesTech Applied Process Technology Microbial Insights Robert Emerick, Ph.D., P.E. 916-773-8100 emerick@ecologic-eng.com Vijay Sundaram 916-773-8100 sundaram@ecologic-eng.com Contacts:
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