West Weber Water Conservancy District Drinking Water Plant Ozone Contact Basin
Team: Jonah Feser, Porter Linford, Makena Swensen, Maddie Witte and Sam Andersen
Project Overview
The West Weber Water ConservancyDistrict (WWWCD) is building a new drinking water treatment plant to address the needs of the area’s rapidly growing population. The influent source has high amounts of organic taste and odor causing compounds, specifically MIB and geosmin, that will be treated using ozone gas injection.
How Ozone Works
Ozone is made up of three oxygen atoms and reacts with the water to form hydroxide radicals. The hydroxide radicals neutralize the MIB and geosmin compounds.
O3 + H2O → OH- + O2
| Design Criteria | Value |
| Design Flow | 10.8MGD |
| PeakDesignFlow | 12.3MGD |
| Bromide | <0.1 mg/L |
| Hardness | 187 mgCaCO3/L |
| Alkalinity | 143 mgCaCO3/L |
| pH | 8.7 |
| Total Organic Carbon | 3.7 mg/L |
| Total Dissolved Solids | 488 mg/L |
| Total Suspended Solids | 15 mg/L |
| Temperature | 10 -28C |
| MIB & Geosmin Goal | < 10-15 ppb |
| Effluent Bromate Concentration | <0.010 mg/L |
WWWCD Service Area
Marriott-Slaterville
Drinking Water Treatment Process Chain
- Water Source →
- Oxidation →
(Ozonation occurs here) - Particle Removal →
- Filtration →
- Disinfection →
- Distribution
Weir side view
Complete basin isometric view
Flow path and injector sites
Final Design
The basin contains two single-path serpentine channels each capable of handling 12.3 million gallons per day (MGD). Ozone gas is generated at an average rate of 2.9 kg/hr by twoOXW-4k ozone generators. Four ceramic diffusers inject microbubbles into the flow. Excess ozone gas is collected and destroyed by two CDA-500 ozone destroyers integrated into the reinforced concrete lid covering the basin. The basin is constructed with concrete reinforced by no. 4 and no. 5 rebar. The total estimated cost of construction is $1.7 – 1.9 million.
| Alternative Criteria | Weight |
|---|---|
| Cost | 15% |
| Ozone Transfer | 20% |
| Environmental | 10% |
| Ease of Operation | 10% |
| Constructability | 15% |
| Maintenance | 10% |
| Contact Time | 20% |
Alternatives
Selected alternatives are bolded
Flow Path Alternatives
- Single Flow Path
- Split Flow Path
Baffle Orientation
- Vertical
- Horizontal
Infusion points
- Single point infusion
- Multiple point infusion
Bubble sizes
- Macrobubbles (> 600 μm)
- Microbubbles (0.5 μm – 10 μm)
- Nanobubbles (0.007 – 0.02 μm)
Acknowledgments
Parry Osborn PE, Dr. Yiming Su, and Prof. Austin Ball