Alexa Obolensky, Ph.D.
Affiliations: | 2007 | Environmental Sciences & Engineering | University of North Carolina, Chapel Hill, Chapel Hill, NC |
Area:
Environmental EngineeringGoogle:
"Alexa Obolensky"Cross-listing: Envirotree
Parents
Sign in to add mentor| Philip C. Singer | grad student | 2007 | UNC Chapel Hill | |
| (Analysis of information collection rule data to assess the impact of water quality and treatment on disinfection byproduct occurrence in drinking water.) | ||||
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Publications
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| Obolensky A, Hotaling M. (2013) Round 1 LT2ESWTR Cryptosporidium monitoring results Journal - American Water Works Association. 105 |
| Obolensky A, Singer PC. (2008) Development and interpretation of disinfection byproduct formation models using the Information Collection Rule database. Environmental Science & Technology. 42: 5654-60 |
| Obolensky A, Speight V, Singer PC. (2008) Short-term variations in DBP concentrations at the point of entry to the distribution system Water Quality Technology Conference and Exposition 2008. 3417-3431 |
| Obolensky A, Singer PC, Shukairy HM. (2007) Information collection rule data evaluation and analysis to support impacts on disinfection by-product formation Journal of Environmental Engineering. 133: 53-63 |
| Obolensky A, Singer PC. (2005) Halogen substitution patterns among disinfection byproducts in the information collection rule database. Environmental Science & Technology. 39: 2719-30 |
| Roberts MG, Singer PC, Obolensky A. (2002) Comparing total HAA and total THM concentrations using ICR data Journal / American Water Works Association. 94: 103-114 |
| Belevantsev VI, Obolensky AA, Anoshin GN, et al. (2000) Balance of mercury in Lake Baikal and environment of Siberia Geologiya I Geofizika. 41: 578-582 |
| Singer PC, Obolensky A, Greiner A. (1995) DBPs in chlorinated North Carolina drinking waters Journal - American Water Works Association. 87: 83-92 |
| Greiner AD, Obolensky A, Singer PC. (1992) Technical Note: Comparing Predicted and Observed Concentrations of DBPs Journal - American Water Works Association. 84: 99-102 |