1 |
Wahlberg, E.J., and Keinath, T.M. (1988) Development of settling flux curves using SVI, J. Water Pollution Control Federation, 60(12), pp. 2095-2100
|
2 |
Brown, J.C., and LaMotta, E. (1971) Physical behaviour of flocculent suspensions in upflow, Sanitary Eng. Div., 97, SA2, pp. 209 - 224
|
3 |
Cho, S.H., Colin, F., Sardin, M., and Prost, C. (1993) Settling velocity model of activated sludge, Wat. Res., 27(7), pp.1237-1242
DOI
ScienceOn
|
4 |
Kim, M.H., Al-Ghusain, I.A., Hao, O.J., and Lim, B.S., (1994), Modeling of nitrate disappearance and sludge rising in a settling column, Wat. Res., 28(9), pp. 1861-1872
DOI
ScienceOn
|
5 |
Michaels, A.S., and Bolger, J.C, (1962) Settling rates and sedimentation volumes of flocculated kaolin suspensions, Ind. Eng. Cbem., Fundamentals, 1, pp. 24-33
DOI
|
6 |
Vesilind, P.A. (1968) Design of prototype thickeners from batch settling tests, Water Sew. Works, 115(7), pp. 302-307
|
7 |
Von Sperling M. (1990) Optimal management of the oxidation ditch process, Ph. D. thesis, Imperial College, University of London, p.371
|
8 |
박석균. 강선홍 (2006a). 슬러지계면층높이변화모델에서 슬러지침전특성에 대한 영향, 상하수도학회지, 20(1). pp.147-155
|
9 |
Hartel, L., and Popel, H.J. (1992) A dynamic secondary clarifier model including processes of sludge thickening, Wat. Sci. Tech., 25(6), pp 267-284
DOI
|
10 |
Marcos, V.S. and Foress, C.M.V.C. (1999) Determination of the required surface area for activated sludge final clarifiers based on a unified database, Wat. Res., 33(8), pp. 1884-1894
DOI
ScienceOn
|
11 |
Daigger, G.T. (1995) Development of refine clarifier operating diagrams using an updated settling characteristics database, Wat. Env. Res. 67(21), pp. 95-100
DOI
|
12 |
Koopman, B., and Cadee, K. (1983) Prediction of thickening capacity using diluted sludge volume index, Wat. Res., 17(10), pp.1427-1431
DOI
ScienceOn
|
13 |
Daigger, G.T., and Roper, R.E., Jr., (1985), The relationship between SVI and activated sludge settling characteristics, Journal Water Pollution Control Federation, 57(8), pp. 859-866
|
14 |
Fitch, B. (1983) Kynch theory and compression zones, A.I.Ch.E.J. 29, pp. 940-947
DOI
ScienceOn
|
15 |
Kazmi, A. A., and Furumai, H. (2000) A simple settling model for batch activated sludge process, Wat. Sci. Tech., 42(3), pp. 9-16
|
16 |
Ozinsky, A. E., and Ekama, G. A. (1995) Secondary settling tank modelling and design Part 1: review of theoretical and practical developments. Wat. SA., 21(4), pp 325-332
|
17 |
Catunda, P.F.C., Van Haandel A.C Araujo, L.S., and Vilar, A., (1989), Determinacao da sediment abilidade de lodo ativado (Determination of the settleability of activated sludge), In Congresso Brasileiro de Engenharia Sanitaria e Ambiental, 15, pp. 53 - 85
|
18 |
Ekama, G.A, and Marais, G.Y.R., (1986), Sludge setteability in secondary settling tank design procedure, Wat. Poll. Con. 1, pp.101-114
|
19 |
Froes, C. M. V. (1996) Avaliacao do desempenho da estacao de tratamento de esgotos do Conjunto Habitacional de Morro Alto, com enfase na teoria do fluxo de solidos limite (Evaluation of the performance of the Morro Alto wastewater treatment plant, with emphasis on the solids flux theory), Dissertacao de mestrado, UFMG
|
20 |
White, M.J.D. (1976) Design and Control of Secondary Settlement Tank, Water Pollution Control, 75, pp. 459-467
|
21 |
Wahlberg, E.J., and Keinath, T. M. (1995) Development of settling flux curves using SVI: an addendum, Wat. Env. Res., 67(5), pp. 872-874
DOI
|
22 |
Font, R. (1988) Compression zone effect in batch sedimentation, A.I.Ch.E.J. 34, pp. 229-238
DOI
ScienceOn
|
23 |
박선균, 강선홍 (2006b) 슬러지계면층높이변화모델에서 컬럼높이에 대한 영향, 상하수도학회지, 20(2). pp.265-272
|
24 |
Dick, R.I., and Young, K.W. (1972) Analysis of thickening performance of a final settling tank, Proceedings of the 27-th Purdue Industrial Waste Conference, Lafayette, Indiana, Purdue University, pp. 33-54
|
25 |
Dupon, R, and Dahl, C. (1995) A one dimensional model for a secondary settling tank including density current and short circuiting, Wat. Sci. and Tech. 31(2), pp. 215 - 224
|
26 |
Hultman, B., Lowen, M., Karlsson, U., Li, P.H. and Molina, L. (1991) Prediction of activated sludge sedimentation based on sludge indices, Wat. Sci. Tech., 24(7), pp. 33-42
|
27 |
Pitman, A R., (1984), Settling of nutrient removal activated sludges. Wat. Sci, and Tech., 17, pp, 493-504
|
28 |
Jandel (1992) Automated curve fitting sofrware, User's manual, Jandel Scientific. 2591 Kernel Bldv. San Rafael, CA 94901
|
29 |
Mines, J., Richard, O., Vilagos Jeffrey, L., Echelberger Jr. Wayne, F., and Murphy, R. Jerry (2001) Conventional and AWT mixed-liquor settling characteristics., J. Envir. Eng., 127(3), pp. 249-258
DOI
ScienceOn
|
30 |
Akca, L., Kinaci, C., and Karpuzcu, M. (1993) A model for optimum design of activated sludge plants, Wat. Res., 27(9), pp.1461-1468
DOI
ScienceOn
|
31 |
Tiller, F. M. (1981) Revision of Kynch sedimentation theory, A.I.Ch.E.J., 27(5), pp. 823-828
DOI
ScienceOn
|
32 |
Bond, A.W. (1961) Behaviour of suspensions, Wat. Engrs., 15(7), pp. 494 - 516
|