상하수도학회지 (Journal of Korean Society of Water and Wastewater)

  • 제29권3호
  • /
  • Pages.337-345
  • /
  • 2015
  • /
  • 1225-7672(pISSN)
  • /
  • 2287-822X(eISSN)
대한상하수도학회 (The Korean Society of Water and Wastewater)
권호 표지
DOI QR코드

DOI QR Code

지하저수지(ASR) 유입수 전처리기법 개발: 물리적 폐색 저하 및 수량공급원활을 위한 2 단계 급속여과지

Development of pre-treatment for the injection water into the aquifer storage and recovery(ASR) in Korea: The two-step rapid filter to reduce physical clogging and secure the volume of the injected water

  • Park, Byeong-Joo (Department of Chemical Engineering, Soongsil University) ;
  • Do, Si-Hyun (Department of Chemical Engineering, Soongsil University) ;
  • Hong, Seong-Ho (Department of Chemical Engineering, Soongsil University)
  • 투고 : 2015.04.09
  • 심사 : 2015.05.15
  • 발행 : 2015.06.15
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Two step rapid filter system as a pre-treatment for the injected water into aquifer storage and recovery (ASR) in Korea was developed to reduce physical blockage and secure the volume of the injected water. First, single rapid sand filters with three different media sizes (0.4~0.7, 0.7~1.0 and 1.0~1.4 mm) were tested. Only two sizes (0.4~0.7 and 0.7~1.0 mm) satisfied target turbidity, below 1.0 NTU. However, they showed the fast head loss. To prevent the fast head loss and secure the volume of the injected water, a rapid anthracite filter with roughing media size (2.0~3.4 mm) were installed before a single rapid sand filter. As results, both the target turbidity and reduction of head loss were achieved. It was determined that the media size for a rapid sand filter in two step rapid filter system (i.e. a rapid anthracite filter before a rapid sand filter) was 0.7~1.0 mm. In addition, the effects of coagulant doses on the removal of natural organic matter (NOM), which might cause a biological clogging, were preliminarily evaluated, and the values of $UV_{254}$, dissolved organic carbon (DOC) and SUVA were interpreted.

키워드

참고문헌

  1. Archer, A. D., Singer, P. C. (2006) SUVA and NOM coagulation using the ICR database, Journal of AWWA, 98(7), pp. 110-123.
  2. Cleasby, J. L., Baumann, E. R. (1962). Selection of Sand Filtration Rates. Journal of AWWA, 54(5), pp. 579-602.
  3. Collins, M. R., Eighmy., T. T., Mally, J. P. (1991) Evaluating modifications to slow sand filters, Journal of AWWA, 83(9), pp. 62-70.
  4. Crittenden, J. C., Trussell, R. R., Hand, D. W., Howe, K. J., Tchobanoglous, G. (2012) MWH's Water treatment : Principles and Design, 2nd ed., Wiley, New York.
  5. Dillon, P., Pavelic, P. (1996) Guidelines on the Quality of Stormwater and Treated Wastewater for Injection into Aquifers for Storage and Reuse. Urban Water Research Association of Australia, Research Report 109.
  6. Edzwald, J. K. (2011) Water quality and treatment, 6th Ed., Chapter. 10, McGraw-Hill, New York.
  7. Gamila, E. (2000) Evaluation of roughing and slow sand filters for water treatment, Water, Air, and Soil Pollution, 120, pp. 21-28. https://doi.org/10.1023/A:1005252900175
  8. Graham, N. J. D. (1988) Slow sand filtration: recent developments in water treatment technology, Ellis Horwood Limited, Wiley and Sons., Chichester, England.
  9. Jun, H. B., Lee, Y. J., Lee, C. Y. (2002) Experimental Methods to Determine the Coagulation Conditions for Optimal Operation of a Direct Filtration System, Journal KSEE 24(11), pp. 1901-1909.
  10. Kawamura, S. (2000). Integrated Design of Water Treatment Facilities, 2nd ed., Wiley, New York.
  11. Khan, Z., Farooqi, R. (2011) Roughing filtration as an effective pre-treatment system for high turbidity water, Water Science & Technology, 64(7), pp. 1419-1427. https://doi.org/10.2166/wst.2011.317
  12. Korea Water and wastewater Works Association. (2009). Testing method of filter sand for water works, KWWA-F-100.
  13. Lin, E., Page, D., Pavelic, P., Dillon, P., McClure, S., Hutson, J. (2006). Evaluation of Roughing Filtration for Pre-Treatment of Stormwater prior to Aquifer Storage and Recovery (ASR). CSIRO Land and Water Science Report 03/06.
  14. Ministry of Environment. (2011). Act on the promotion of water reuse and Support, Application-specific water quality standard of treated wastewater and reclaimed water.
  15. Monscvitz, J. T., Rexing, D. J., Williams, R. G., Heckler, J. (1978) Some Practical Experience in Direct Filtration, Journal AWWA, 70(10), pp. 584-588.
  16. Murray, R. (2009). Artificial Recharge: The intentional banking and treating of water in aquifers. Water Resources Planning Systems Departpartment of Water Affairs& Forestry, pp. 14-32.
  17. Nam, G. H., Kim, G. B., Gyoo, C. J. (2013) Baseflow Comparison using the WHAT system and Flow Rate Measurements in the Dry and Rainy Seasons, Journal of Engineering Geology, 23(2), pp. 117-125. https://doi.org/10.9720/kseg.2013.2.117
  18. National Institute of Environmental Research. (2013). Water treatment standard solution, NEIR-GP2013-391.
  19. Page, D., Vanderzalm, J., Miotlinski, K., Barry, K., Dillon, P., Lawrie, K., Brodie, R. S. (2014) Determining treatment requirements for turbid river water to avoid clogging of aquifer storage and recovery wells in siliceous alluvium, Water Research, 66, pp. 99-110. https://doi.org/10.1016/j.watres.2014.08.018
  20. Park, N. B., Park, S. M., Hong, J. A., Jun, H. B. (2007) Effects of Mixing Condition and Filtration Velocity on Turbidity Removal in a Contact Roughing Filter, Journal of the KSWW, 21(3), pp. 359-366.
  21. Park, N. S., Jeong, U, C., Yang, J. S. (2013) Total Solution Technic of Grand Ground Aquifer, Magazine of KWRA, 46(9), pp. 19-26.
  22. Park, N. S., Land Transport and Maritime. (2012). Aquifer Storage Recovery(ASR) Project R&D Report.
  23. Pyne, R. D. G. (1995) Groundwater Recharge and Wells: A Guide to Aquifer Storage and Recovery, 1st ed. Lewis Publishers, London.
  24. Schubert, J. (2004) Significance of hydrologic aspects on RBF performance, In Proceedings of NATO Advanced Research Workshop, Samorin, Slovakia.
  25. Tufenkji, N., Ryan, J. N., Elimelech, M. (2002) The promise of bank filtration, Enviromental Science and Technology, 36(21), pp. 422A-428A. https://doi.org/10.1021/es022441j
  26. Tobiason, J. E., Edzwald, J. K., Schneider, O. D., Fox, M. B., Dunn, H. J. (1992). Pilot Study of the Effects of Ozone and Peroxone on In-Line Direct Filtration, Journal AWWA, 84(12), pp. 72-84.
  27. Wegelin, M. (1996) Surface water treatment by roughing filters. A design, construction and operational manual, Swiss Federal Institue for Environmetal Science and Technology(EAWAG) and Department Water and Sanitation in Developing Countries(SANDEC).
  28. Wehner, M. (2010) Orange County's Groundwater Replenishment System - Potable Reuse for Best Available Water, Orange County Water District.
  29. White, M. C., Thompson, J. D., Harrington, G. W., Singer, P. C. (1997) Evaluating criteria for enhanced coagulation compliance, Journal AWWA, 89(5), pp. 64-77.

피인용 문헌

  1. Application of HACCP principles to MAR-based drinking water supply system vol.30, pp.5, 2016, https://doi.org/10.11001/jksww.2016.30.5.533