1 |
ASCE (1992), ASCE standard- measurement of oxygen transfer in clean water, ANSI/ASCE 2-91, pp. 3-7.
|
2 |
Huisman, J. L., Weber, N. and Gujer, W. (2004), Reaeration in sewers, Water Research. Vol. 38, No. 5, pp. 1089-1100.
DOI
|
3 |
Jensen, N. A. (1995), Emperical modelling of air-to-water oxygen transfer in gravity sewers, Water Environment Research, Vol. 67. No. 6, pp. 979-991.
DOI
|
4 |
Kim, K. H. (2002), Evaluation of velocity gradient with impeller type of rapid mixer, Master's thesis, Pukyong National University, pp. 17-33 (in Korean).
|
5 |
Lee, M. S. (1999), Studies on the overall oxygen transfer rate and mixing effect in a pilot scale oxygen activated sludge system using surface aerator, Master's thesis, Yonsei University, pp. 15-20 (in Korean).
|
6 |
Metcalf & eddy, Inc. (2003), Wastewater engineering: treatment and reuse, 4th Edition, McGraw-Hill, N.Y., pp. 348-358.
|
7 |
Parkhurst, J. D. and Pomeroy, R. D. (1972), Oxygen absorption in streams, Journal of the Sanitary Engineering Division, ASCE, Vol. 98, No. 1, pp. 101-124.
|
8 |
Thackston, E. L. and Krenkel, P. A. (1969), Reaeration prediction in natural streams, Journal of the Sanitary Engineering Division, ASCE, Vol. 95, No. 1, pp. 65-94.
|