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Assessing Post Treatment DBP (THM) Aeration Variables PDF

40 Pages·2009·2.06 MB·English
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Preview Assessing Post Treatment DBP (THM) Aeration Variables

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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effectively; however, THMs are amenable. 13 Air flow rate, contact time (air/water ratio), diffuser arrangement (bubble size) Number of Diffusers.
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