Assessing Post-Treatment Aeration Variables to Reduce Disinfection Byproducts(THMs) for Small Systems Ethan S. Brooke & M.R. Collins Water Treatment Technology Assistance Center Civil Engineering University of New Hampshire 1 What Are Disinfection Byproducts? + = Free Chlorine Natural Disinfection (CL) Organic Byproducts Matter (DBP) (NOM) Stand Pipe Aeration Chlorine Contact Basin Aeration 4 A Potential Solution for Small Systems Particularly useful for concurrent systems Do not have control over water quality Alternative to precursor removal / alternative disinfectant 5 Diffused Surface Spray Aeration Aeration Aeration 6 Aeration Kinetic Basics Equilibrium is the driving force for all forms of Aeration! 7 Equilibrium is Expressed by Henry’s Constant 8 Factors Affecting Henry’s Constant pH Complex Mixtures: Co-solvents and Co-solutes Ionic Strength: Dissolved Salts Suspended Solids Dissolved Organic Matter Surfactants Temperature 9 Henrys Constant Temperature Correction Equation 10
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