The “unicorn” of simultaneous compliance and rapid deployment: Meet the SWTR and amendments (turbidity, micro-org’s) Keep compliance on D/DBP Rule Produce stable, non-aggressive finished water Deploy quickly and predictably No major increases in dissolved metals (Fe, Mn) Target flow = MGD (backwash flow at the biggest WTP) Desktop comparison of treatment tech lead to trailerized membranes (combo of rapid deploy + water quality rigor) Candidates are MF and UF. Regulator Response – Concerns: Membrane behaviors are unknown at this site Water quality varies over the operating year Consensus and Permit Terms: Limits operation to 3-month full-scale pilot Limit membrane effluent to MGD Use UF (predictably better log-removal of micro-org’s) Low effluent turbidity target (0. NTU) Daily Membrane Integrity Testing (MIT) Water quality data to be submitted to NJDEP monthly Two (2) consecutive NTU exceedances trigger integrity test Summary report to be submitted to NJDEP upon trial completion Four contractors: Membrane trailer supplier GC’s: civil, electrical, controls Big Challenge: Integrating two trailer’s worth of membrane treatment into a working WTP with zero downtime tolerance Major “Lessons Learned” Experience: Treatment Process Line Power Membrane Commissioning DPCC Compliance Membrane Fouling Control Settings – Power Dependency Membrane Fouling: Iron Sharpens Iron NJAW Coastal North uses Aquifer Storage and Recovery (ASR) strategies to bank treated surface water in a confined aquifer stratum during periods of low demand Supplements source water allocation and safe yield during periods of high demand To test flexibility of membrane treatment, NJAW flowed ASR water to membranes during Summer 2015 ASR Fe was in the 1-2 mg/L range Compare to typ. 0.5 mg/L in reservoir water 2014 operating lessons had taught us to pre-feed NaOCl, to prevent biofouling. 2017 to 2023: A Showcase of Water Quality Excellence, Predictability Daily Membrane Reports Effl uent Turbidity Performance Consistency of operation of Membrane Modules Operation expanded to multiple seasons, (Averages and Extrema, in NTU’s) rather than limited to Summer operations Across a range of seasons 0.16 0.14 Turbidity Data 0.135 0.12 0.1 NJDEP set 0. NTU limit 0.08 0.082 No recorded excursions 0.06 0.067 0.064 0.04 0.045 Membrane Integrity Testing – Consistently 0.032 0.02 0.027 0.026 0.022 achieve and/or exceed pressure hold tests, 0.012 0.014 0.011 0 correlating to microbials log-removals at or Module Module Module Module 4 beyond permit requirements Max.
The Journey is the Reward – Lessons Learned From a Decade of Optimizing Membrane Filtration at a Traditional SWTP
| Details | |
|---|---|
| First Name | Patrick |
| Last Name | Cole |
| Keywords | Water Treatment Plant, Integrity Testing, Membrane Fouling, Membrane Module, Surface Water, Flocculation, Coagulation, Biofouling |
| Year | 2024 |
| File | TUE02-02_Cole Patrick.pdf |