광학모델을 이용한 자외선 접촉조 최적 설계에 관한 연구

A Study on Optimal Design of UV Contactor using an Optical Radiation Model

  • 최영균 (대구대학교 환경공학과) ;
  • 김두일 (포스코건설 토목환경사업본부) ;
  • 김성홍 (조선대학교 토목공학과)
  • Choi, Younggyun (Department of Environmental Engineering, Daegu University) ;
  • Kim, Dooil (Civil & Environmental Division, POSCO Engineering & Construction Co. Ltd) ;
  • Kim, Sunghong (Department of Civil Engineering, Chosun University)
  • 투고 : 2009.03.05
  • 심사 : 2009.06.08
  • 발행 : 2009.07.30

초록

Because of refractory property of light, the travel path of UV light becomes longer than the straight line and shorter solely in water as UV light passes sequentially through air, quartz and water. Note that water significantly absorbs UV light. Hence, UV intensity shall be estimated to be lower when refraction is neglected than it is considered. Reflection is also critical for the design of UV radiation system. While the reflection at the interface of air and quartz is low enough to ignore, it is too high to be ignored at the interface of quartz and water. Assuming constant power, smaller length to width ratio of UV reactor is beneficial and single-lamp system is preferred to multi-lamps. Under the given cross section, optimal lamp positions could be decided. For example of an elliptical reactor with dual lamps, the optimal lamp locations shall be the 1/3 and 2/3 position of the longer axis.

키워드

과제정보

연구 과제 주관 기관 : 조선대학교

참고문헌

  1. 김두일, 최영균, 김성홍(2008). 자외선 강도 산정 모델과 영향인자에 관한 연구. 상하수도학회지, 22(4), pp. 421-427
  2. 염철민, 김도겸, 정광열, 유양수, 조창현(2003). 국외 먹는 물자외선 소독 법규. 상하수도학회지, 17(6), pp. 741-747
  3. 염철민, 조순행, 전해웅, 정현미, 윤제용(2001). 하수소독을 위한 자외선의 Bacillus subtilis Spore 불활성화 특성. 상하수도학회지, 15(4), pp. 293-301
  4. Amos, S. A., Davey, K. R., and Thomas, C. J. (2001). A Comparison of Predictive Models for the Combined Effect of UV Dose and Solids Concentration on Disinfection Kinetics of Escherichia Coli for Potable Water Production. Trans Institution of Chemical Engineers, 79(B), pp. 174-182 https://doi.org/10.1205/09575820150511957
  5. Bolton, J. R. (2000). Calculation of ultraviolet fluence rate distributions in an annular reactor : Significance of refraction and reflection. Water Research, 34(13), pp. 3315-3324 https://doi.org/10.1016/S0043-1354(00)00087-7
  6. Craik, S. A., Weldon, D., Finch, G. R., Bolton, J. R., and Belosevic, M. (2001). Inactivation of cryptosporidium parvum oocysts using medium- and low-pressure ultraviolet radiation. Water Research, 35(6), pp. c https://doi.org/10.1016/S0043-1354(00)00399-7
  7. Hijnen, W. A. M., Beerendonk, E. F., and Medema, G. J. (2006). Inactivation credit of UV radiation for viruses, bacteria and protozoan (oo)cysts in water: A review. Water Research, 40, pp. 3-22 https://doi.org/10.1016/j.watres.2005.10.030
  8. Jacob, S. M. and Dranoff, J. S. (1970). Light intensity profiles in a perfectly mixed photoreactor. AIChe Journal, 16(3), pp. 359-363 https://doi.org/10.1002/aic.690160309
  9. Linden, K. G., Shin, G. A., Faubert, G., Cairns, W., and Sobsey, M. D. (2002). UV disinfection of Giardia lamblia Cysts in Water. Environmental Science and Technology, 36, pp. 2519-2522 https://doi.org/10.1021/es0113403
  10. Liu, D., Ducoste, J., Jin, S., and Linden, K. (2004). Evaluation of alternative fluence rate distribution models. Journal of Water Supply : Research and Technology, 53(6), pp. 391-408
  11. Loge, F. J., Emerick, R. W., Heath, M., Jacangelo, J., Tchobanoglous, G., and Darby, J. L. (1996). Ultraviolet disinfection of secondary wastewater effluents: prediction of performance and design. Water Environment Rersearch, 68(5), pp. 900-916 https://doi.org/10.2175/106143096X127910
  12. Mackey, E. D., Hargy, T. M., Wright, H. B., Malley Jr, J. P., and Cushing, R. S. (2002). Comparing Cryptosporidium and MS2 bioassays - implications for UV reactor validation. American Water Works Association Journal, 94(2), pp. 62-69
  13. Passantino, L., Malley Jr., J., Knudson, M., Ward, R., and Kim, J. (2004). Effect of low turbidity and algae on UV disinfection performance. American Water Works Association Journal, 96(6), pp.128-137 https://doi.org/10.1002/j.1551-8833.2004.tb10786.x
  14. US EPA (1998). Handbook - Optimizing water treatment plant performance using the composite correction program 1998 edition, Washington DC