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Published byRyan Badders Modified over 9 years ago
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Paving a Path to Potable Reuse Flexible Treatment for To Be Determined Regulations
Michael Watts, PhD, PE Water Technology Leader Garver
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Reuse Drivers – Shrinking Water Supplies
September, 2011
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Reuse Drivers – Legislative
House Bill 3055 – Water for 2060 Act No more fresh water consumption in 2060 than in 2010
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Reuse Drivers - Financial
Water Conservation = Diminishing Water Revenue Non-Potable Reuse Can Recover Some of this Lost Revenue Potable Reuse Maintains Current Water Price Structure, while avoiding costly conservation measures
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Oklahoma Reuse Regulations
Category Treatment Reuses 1A, 1C Reserved (for potable reuse) IPR, DPR 2 Secondary Treatment (nutrient removal, coagulation, filtration & disinfection) Drip irrigation on orchards & vineyards; spray or drip on sod farms, public landscapes, golf courses, and toilets, fire protection, vehicle washing, and range cattle watering. 3 Secondary Treatment plus disinfection Subsurface irrigation of orchards or vineyards; restricted access landscapes; livestock pasture, concrete mixing, dust control, restricted golf course 4 Primary Lagoon Treatment and Lagoon Storage plus disinfection Soil compaction, similar construction activities, and restricted access golf course. 5 Primary Lagoon Treatment and Lagoon Storage Restricted access pasture irrigation for range cattle, fiber, seed, forage, silviculture. Under Development
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Category 1A Reuse Indirect Potable Reuse (IPR) through Reservoir, Lake, or Stream Augmentation WRRF WTP
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Addressing Category 1A (IPR) Reuse Regulation Hurdles
Receiving Water Conditions (Sensitive Water Supply) Defined Regulation for Municipal Reuse Projects Pathogen Removal Criteria Effluent Concentrations of Conservative Substances
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Category 1A (IPR) Reuse in OK
Regulations are Currently Being Defined Meet defined Water Quality Standards and Beneficial Uses Category 2 Reuse Disinfection (no residual at discharge point) No long-term concentration of conservative substances above Water Quality Standards Development of New Category for Sensitive Water Supplies (SWSr) Must maintain chlorophyll-a standard in SWS (< 10 mg/L) Only municipal reuse projects will be permitted in SWSr watersheds
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The Engineering Challenge for Category 1A (IPR) Reuse
From Conventional Activated Sludge to Water Resource Recovery Facility (WRRF) PRIMARY CLARIFICATION SECONDARY FROM HEADWORKS RAS/WAS PUMPING Mean Effluent cBOD < 10 mg/L Aeration TSS < 15 mg/L TDS < 500 mg/L Ammonia-N < 0.5 mg/L Nitrate-N < 20 mg/L Phosphorus < 10 mg/L
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Scope of Additional Treatment for Category 1A (IPR) Reuse
YES / Likely Ensure protection of SWS from Title 785- Ch. 45 Organics Mean Effluent More Organics Oxidation? cBOD < 10 mg/L TSS < 15 mg/L TDS < 500 mg/L Ammonia-N < 0.5 mg/L Nitrate-N < 20 mg/L Phosphorus < 10 mg/L
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Scope of Additional Treatment for Category 1A Reuse
Mean Effluent YES / Likely Many OK SWS are already impaired for turbidity cBOD < 10 mg/L Coagulation and/or Filtration? TSS < 15 mg/L TDS < 500 mg/L Ammonia-N < 0.5 mg/L Nitrate-N < 20 mg/L Phosphorus < 10 mg/L
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Scope of Additional Treatment for Category 1A Reuse
Mean Effluent cBOD < 10 mg/L TSS < 15 mg/L Dissolved Minerals Removal? As a conservative pollutant which can impair public water supplies, this determination will likely be case-by-case Maybe TDS < 500 mg/L Ammonia-N < 0.5 mg/L Nitrate-N < 20 mg/L Phosphorus < 10 mg/L
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Scope of Additional Treatment for Category 1A Reuse
Mean Effluent cBOD < 10 mg/L TSS < 15 mg/L TDS < 500 mg/L Enhanced Nitrification/ Denitrification? Ammonia-N < 0.5 mg/L Maybe As a semi-conservative pollutant (NO3-) which can impair public water supplies, this determination will likely be case-by-case Nitrate-N < 20 mg/L Phosphorus < 10 mg/L
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Scope of Additional Treatment for Category 1A Reuse
Mean Effluent cBOD < 10 mg/L TSS < 15 mg/L TDS < 500 mg/L Ammonia-N < 0.5 mg/L YES / Likely Nitrate-N < 20 mg/L Phosphorus Removal? OK SWS are often phosphorus-limited for chlorophyll-a production Phosphorus < 10 mg/L
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Biological Phosphorous Removal (BNR) Design
Zone Possible HRT1 (hr) % of Total Volume Anaerobic 2 16% Anoxic 2.5 20% Aerobic 8 64% Total 12.5 (1) Based on average day flow of MGD. Goal of Treatment: Reduce Total Phosphorus from 10 to < 1 mg/L as P
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Phosphorus Accumulating Organisms in Action
Biological Nutrient Removal
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Chemical Phosphorous Removal
Goal of Treatment: Reduce Total P from ~1 to < 0.5 mg/L as P Chemical Feed & Storage A Secondary Clarifiers Conventional Disinfection Chemical Feed & Storage B Alum Samples to Phosphate Analyzer Tertiary Filters Aeration Basins Category 1A Disinfection
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Effluent Water Quality
Filtration BNR CNR cBOD < 5 mg/L TSS < 5 mg/L TDS < 500 mg/L Ammonia-N < 0.5 mg/L Nitrate-N < 10 mg/L Phosphorus < 0.5 mg/L
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Category 1A Disinfection?
If Category 2 Rules are Promulgated for Category 1A: 3-log Giardia inactivation 5-log Salmonella inactivation 5-log Adenovirus inactivation Can be accomplished with sequential UV (UV Doses ≥ 40 mJ/cm2) Free Chlorine Residual CT for 4 to 5-log virus inactivation
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Water Cycle for Cat. 1C (DPR)
Direct Potable Reuse WRRF WTP
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Addressing Category 1C (DPR) Reuse Regulation Hurdles
Pathogen Removal Concentration of Conservative Substances Contaminants of Emerging Concern?
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Category 1C (DPR) Disinfection?
WateReuse Foundation (2012) – Study of Innovative Treatments for Reclaimed Water Evaluated Disinfection/Oxidation Technologies Bacteria Virus Protozoa CECs UV O3 UV AOP O3 AOP Free Chlorine Chloramines Peracetic Acid (PAA) Excellent Very Good Good Fair Poor
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Questions? Michael Watts, PhD, PE
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