Presented by Scott Leland
City of Fairfield Water System Population >109,000 Service connections > 30,000 Two Treatment Facilities: North Bay Regional WTP (40 MGD) Waterman WTP (30 MGD) Waterman Treatment Plant: Source water – Lake Berryessa via Putah South Canal (PSC) Largest Single Customer – Anheuser Busch
Waterman WTP Timeline 1974-76 Original Construction (15 MGD) 1985 Add Two Filters (22.5 MGD) 1991 Add Ozonation (Pre – Ozone) 2006 Operations Building Upgrade 2007-09 Plant Expansion (30 MGD) Actiflo, Intermediate Ozone, 4 new filters 2015 Add Carbon Dioxide
Waterman 2007 and 2009
PSC Water Quality Strong Buffering Capacity Annual Average 2014 2015 pH (units) 8.48 8.49 Alkalinity (mg/L) 171 167 Hardness (mg/L) 179 184 Requires excessive Alum dose (40+ mg/L) to treat daily average turbidity of 3 NTU.
Innovation Challenge - adjust influent pH Motivation - reduce costs Possible Solutions: Addition of Sulphuric Acid Addition of Carbon Dioxide Benefits of Carbon Dioxide Lower System Cost Way Less Hazardous than H 2 SO 4 Plentiful Suppliers Meets Public Health Standards
2011 CO 2 System Components Tank, Evaporator, Control Panel, In-line Diffuser
CO 2 - Testing, Results, Savings Carbon Dioxide and Alum CO 2 dose of 8.1 mg/L reduced pH from 8.5 to 7.4 50% less Alum required for treatment $74,000 (29%) savings vs traditional operation CO 2 and PACL ( New Primary Coagulant for WTM ) CO 2 dose of 1.5 mg/L reduced pH from 8.5 to 8.1 PACL dose of 5.8 mg/L required for treatment which = about 1/3 of typical Alum dose for same conditions $162,000 (63%) savings vs. traditional operation
2015 CO 2 System Components Tank Evaporator Control Panel In-line Diffuser
Barriers/Challenges Plant recently underwent $63 million upgrade – awkward to ask for another $300,000K Rented metering equipment unreliable CO 2 injection affected pumping capacity Tank design issues delayed project completion by 60 days
Benefits of CO 2 Addition Significant Cost Savings Bulk CO 2 pricing discount $0.32/lb. vs. $0.0475/lb. Reduced Alum use/cost Reduced Caustic use/cost Less sludge generation Enhanced Operator Tool Box Additional primary coagulant choices Exacting control of influent pH Optimal TOC removal
Staff Training Contracted engineering firm designed testing plan and final bulk tank Initial test system not critical to finished water quality – (room to experiment) Hands on learning from rented system (3 years) Minimal operator/staff training Boost to Operator confidence
Lessons Learned What worked: Included staff in design and review Included product supplier in design process What didn’t: Communication between owner (City), project designer, tank manufacturer, and project contractor very inefficient. Delayed project completion by > 60 days.
Questions… Thank you!
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