DOI QR코드

DOI QR Code

상수관망의 자가세척 유속과 적정 플러싱 유속 평가

The assessment of self cleaning velocity and optimal flushing velocity in water distribution system

  • 배철호 (한국수자원공사 K-water연구원 상하수도연구소) ;
  • 최두용 (한국수자원공사 K-water연구원 상하수도연구소) ;
  • 김주환 (한국수자원공사 K-water연구원 상하수도연구소) ;
  • 김도환 (부산광역시 상수도사업본부 수질연구소)
  • Bae, Cheol-Ho (Water and Waste Water Research Center, K-water Research Institute, Korea Water Resources Corporation) ;
  • Choi, Doo Yong (Water and Waste Water Research Center, K-water Research Institute, Korea Water Resources Corporation) ;
  • Kim, Ju-Hwan (Water and Waste Water Research Center, K-water Research Institute, Korea Water Resources Corporation) ;
  • Kim, Do-Hwan (Water Quality Institute, Busan Water Authority)
  • 투고 : 2014.06.09
  • 심사 : 2014.08.07
  • 발행 : 2014.08.15

초록

The flushing is important to maintain good water quality in water main. It is a technique of using water velocity to remove sediments in water distribution system. The variety of water quality problems can occur in a distribution system, so too can a variety of benefits be gained by system flushing. In order to effectively perform the flushing, the contaminants to be removed to set up and it can be solved, it is necessary to ensure the proper flow rate. In this study, the removal of contaminants present in the inner water pipe attached loose deposits such as fine particles of granular activated carbon, sand and iron corrosion product sought to derive flow rates. Thus, the constant observation of using pilot plant scale water distribution plant for the movement of floating characteristics of particles were assessed.

키워드

참고문헌

  1. Antoun, Edward N., Dyksen, John E. and Hiltebrand, David J. (1999) Unidirectional flushing: A powerful tool, Journal AWWA, 91(7), pp. 62-71.
  2. AWWA, (2000) Guidance manual for maintaining distribution system water quality.
  3. AWWA, (2001) Rehabilitation of water mainsmanual of water supply practices, M28 (2nd Edition).
  4. Blokker, E. J. M., Vreeburg, J. H. G., Schaap, P. and Horst, P. (2007) Self-cleaning networks put to the test, in Proceedings of ASCE EWRI Conference, Orlando, Florida, May 15-19.
  5. Blokker, M., Vreeburg, J., Schaap, G. and van Dijk, C. (2010) The self-cleaning velocity in practice, Water Distribution System Analysis 2010 - WDSA 2010, Tucson, AZ, USA, Sept. 12-15.
  6. Buchberger, S. G., Blokker, M. and Vreeburg, J. (2008) Sizes for self-cleaning pipes in municipal water supply systems, Proceedings of the 10th Annual Water Distribution Systems Analysis Conference, WDSA 2008, Van Zyl, J.E., Ilemobade, A.A., Jacobs, H.E. (eds.), August 17-20, Kruger National Park, South Africa.
  7. Carriere, A., Gauthier, V., Desjardins, R. and Baebeau, B. (2005) Evaluation of loose deposits in distribution systems through unidirectional flushing, Journal AWWA, 97(9), pp. 82-92.
  8. Ellison, D., Duranceau, S. G., Ancel, S., Deagle, G. and McCoy, R. (2003) Investigation of pipe cleaning methods, AWWA Research Foundation, Denver.
  9. Friedman, M., Kirmeyer, G. J. and Antoun, E. (2002) Developing and implementing a distribution system flushing program, Journal AWWA, 94(7), pp. 48-56.
  10. Friedman, M., Martel, K. and Hill, A. (2004) Establishing site-specific flushing velocities, AWWA Research Foundation, Denver.
  11. Ronald, A., Chadderton, G., Christensen, L. and Henry-Unrath, P. (1992) Implementation and optimization of distribution flushing programs, AWWA Research Foundation, Denver.
  12. Vreeburg, J. H. G. (2007) Discolouration in drinking water systems: a particular approach, Department of Civil Engineering, TU Delft, Ph. D. Thesis.

피인용 문헌

  1. A study on the removal of particulate matters using unidirectional flushing vol.29, pp.3, 2015, https://doi.org/10.11001/jksww.2015.29.3.371
  2. Investigating coating material and conditions for rehabilitation of water transmission pipe using a robotic system vol.30, pp.6, 2016, https://doi.org/10.11001/jksww.2016.30.6.725
  3. A Study on the Delineation of Flushing Sections and Simulation Method to Verify Appropriate Flushing Velocity for Applying Flushing vol.20, pp.5, 2014, https://doi.org/10.9798/kosham.2020.20.5.255
  4. Evaluation of an Automatic Drain System of Stagnant Drinking Water: A Case Study of a Water Supply Pipe in Seoul vol.43, pp.1, 2014, https://doi.org/10.4491/ksee.2021.43.1.88
  5. Improving the Minimum Design Velocity of Sewage Pipes vol.21, pp.5, 2014, https://doi.org/10.9798/kosham.2021.21.5.263
  6. Shape optimization of egg-shaped sewer pipes based on the nondominated sorting genetic algorithm (NSGA-II) vol.204, pp.no.pa, 2014, https://doi.org/10.1016/j.envres.2021.111999