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

WWWCD Service Area

Marriott-Slaterville

Marriott-Slaterville
Map of proposed site

Drinking Water Treatment Process Chain

  1. Water Source
  2. Oxidation
    (Ozonation occurs here)
  3. Particle Removal
  4. Filtration
  5. Disinfection
  6. Distribution
Weir side view

Weir side view

Complete basin isometric view

Complete basin isometric view

Flow path and injector sites

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)
Bubble sizes

Acknowledgments

Parry Osborn PE, Dr. Yiming Su, and Prof. Austin Ball