Discussion of Problems During the Application of the On-line Particle Counter In Water Treatment Process

정수처리 공정에서 연속식 입자계수기의 적용성 검토에 관한 연구

  • Received : 2005.01.19
  • Accepted : 2005.03.28
  • Published : 2005.04.15

Abstract

Errors may occur due to analysis methods and water quality during the application of the on-line particle counter In water treatment process. Errors caused by analysis methods include particle destruction by shear force due to inflow speed and tube friction, as well as interruption by screening, bubbles and contaminants. Since errors happen frequently because of these factors, it is necessary to examine and evaluate such errors during the application of a particle counter. Errors can be large due to screening and bubbles. Measurement values are effective for water analysis after filtration process. However, because of screening, only measurement values for particles above $7{\mu}m$ are valid for water with a turbidity between 3-10NTU. As particle numbers around $10{\mu}m$ increase a lot after ozone treatment, sufficient pretreatment process is necessary. Physical conditions should keep stable for inflow to decrease errors caused by shear force.

Keywords

Acknowledgement

Supported by : 경남대학교

References

  1. American Water Works Association (1999) Water Quality and Treatment 5th Ed, McGraw Hill, USA
  2. CHMTRAC (1999) Operations manual, Chemtrac Systems. Inc.
  3. American Water Works Association (1992) Operational Control of Coagulation and Filtration Processes, MANUALM37
  4. 대한상하수도학회(1994) 수돗물의 미생물학, 화학공업조사회, pp.297-323
  5. 문성용, 최성민, 김승현, 윤조희 (2003) 업자계수기를 이용 한 정수처리공정 평가, 환경공학회지. 25(4), pp.421-425
  6. 한무영, 박용효 (2003) DAF에서 기포크기의 영향, 상하수도학회지,17(4), pp.528-533
  7. 한무영, 이 준, 심재수. 박용효 (2002) DAF에서 압력에 따른 마세기포의 크기특성, 상하수도학회지 16(2). pp 177-182
  8. 한무영, 김영진 (1998) 정수장 플록형성지 운영 효율 평가 및 개선방안, 대한토목학회지, 18(1-5), pp.511-519
  9. 한무영 (1999) 정수장 응집 공정의 최적 설계와 운전을 위한 고려 사항, 대한토목학회지, 19(II-2), pp.239-254