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개량 고속원형침전지의 수처리 특성 평가

Evaluation of water treatment characteristics at the improved circle secondary settling basin

  • 투고 : 2014.09.02
  • 심사 : 2014.10.02
  • 발행 : 2014.10.15

초록

Researcher of this study improved conventional circle secondary settling basin, through the way such as extend of inlet pipe length, introduction of device for inducting uniforming of flow, keeping of height of sludge interface. Also, we compared conventional circle settling basin to improved circle settling basin the water treatment efficiency. Result of research, when SVI is average 117, improvement rate of SS and BOD were 51.0%, 37.0% approximately compared to conventional settling basin. And when SVI is average 178, improvement rate of SS and BOD were 22.7%, 36.0% approximately. Also when SVI is average 196, improvement rate of SS and BOD were 24.7%, 30.3% approximately. When it's winter, improvement rate of SS, BOD, COD, TN and TP were 20.6%, 17.9%, 13.9%, 13.5%, 12.4% approximately. Therefore, we can be the judge, this improved settling basin can be used as the final settling basin in the waste water treatment plant.

키워드

참고문헌

  1. Choi, Y.G., Bae, K.H. and Yoon, J.H., "Optimization of influent and effluent baffle configuration of a rectangular secondary clarifier using CFD and PIV test, (2010) "J. KSWW, Vol. 24, No 1, pp. 41-50.
  2. Kim, S.S., Park, N.S., Moon, Y.T. and Lee, S.J., (2006) "Case study on remodeling outlet structure within a sedimentation basin for improving performance," J. KSWW, Vol. 20, No. 6, pp. 911-918.
  3. Ekama, G.A. and Marais, P., (2004) "Assessing the applicability of the 1D flux theory to full scale secondary settling tank design with a 2D hydrodynamic model, Water. Res., Vol. 38, pp. 495-506. https://doi.org/10.1016/j.watres.2003.10.026
  4. Ghawi, A.G. and Kris Improvement performance of secondary clarifiers by a computational fluid dynamics model, Slovak, (2004) "J. of Civil Eng., Vol. 19, No. 4, pp. 1-11.
  5. Glover, G.C., Printemps, C., Essemiani, K. and Meinhold, J., "Modelling of wastewater treatment plant - how far shall we go with sophisticated modelling tools?, (2004) "Water Sci. Technol., Vol. 53, No. 3, pp. 79-89.
  6. Jensen, M.D., Ingildsen, P., Rasmussen, M.R. and Laursen, J.. "Computational fluid dynamics modelling of hydraulics and sedimentation in process reactors during aeration tank settling, (2004) " Water Sci. Technol., Vol. 53, No. 12, pp. 257-264.
  7. Merlo., R.P., Esping, D., Jimenez, J., Campanella, K., Freedman, S., Parker, D., ahlberg, E., Witzgall, B. and Caldwell., B., (2004) "Getting more out of secondary clarifiers for wet weather flow management using state of the art tools, WEFTEC 2006, Water Environment Foundation, pp. 292-309.
  8. Minasny, B. and McBratney, A.B. (2004) "A conditioned Latin hypercube method for sampling in the presence of ancillary information," Computers & Geosciences, Vol. 32, No. 9, pp. 1378-1388.
  9. Watts, R.W., Svoronos, S.A. and Koopman, B., (2004) "One dimensional modelling of secondary clarifiers using a concentration feed velocity dependent dispersion coefficient,"Water. Res., Vol. 30, No. 9, pp. 2112-2124.
  10. Lakehal, D., (2004) "On the modelling multiphase turbulent flows for environmental and hydrodynamic applications, Multiphase Flow," Vol. 28, pp. 823-863.
  11. Lamberto, D.J., Alvarez, M.M. and Muzzio, F.J., (2004) "Experimental and computational investigation of the laminar flow structure in a stirred tank," Chem. Eng. Sci., Vol. 54, pp. 919-942.