1 |
Mines Jr. R.O., Vilagos J.L., Echelberger Jr. W.F., Murphy R.J. (2001) Conventional and AWT mixed-liquor settling characteristics. J Environ EngASCE, 127(3), pp. 249-258
DOI
ScienceOn
|
2 |
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
|
3 |
Koopman, B., and Cadee, K. (1983) Prediction of Thickening Capacity Using Diluted Sludge Volume Index. Water Res. (G.B.), 17, p. 1427
DOI
ScienceOn
|
4 |
Akca L., Kinaci C., Karpuzcu M. (1993) A model for optimum design of activated sludge plants. Water Res, 27(9), pp. 1461-1468
DOI
ScienceOn
|
5 |
Catunda, P.F.C. and Van Haandel A.C. (1987) Activated sludge settlers: design and optimization. Water Science and Technology, 19, pp. 613-623
DOI
|
6 |
Rachwal, A.J., Johstone, D.W.M., Hanbury, M.J. and Critchard, D.J. (1982), The application of settleability tests for the control of activated sludge plants. In Bulking of Activated Sludge, Eds. Chambers, B. and Tomilson, E.J., 13, 224-244, Chichester: Ellis Horwood Ltd. England
|
7 |
Ozinskv A.E., Ekama G.A. (1995) Secondary settlingtank modellingand design Part 1: review of theoretical and practical developments. Water SA (4), pp. 325-332
|
8 |
Rachwal, A.J., Johnstone, D.W.M., Hanbury M.J., C&chard D.J. (1978) The application of settleability test for the control of the activated sludge plants, in Bulking of the activated sludgeplants: preventative and remedial methods (Chambers B. and Tomlinson E.J. eds.), Ellis Horwood Ltd., Chichester
|
9 |
Christopher, M. Bye and Peter, L. Dold (1998) Sludge Volume index Settleability measure: effect of solids characteristic and test parameter, Wat. Env. Res. 70, pp. 87-93
DOI
ScienceOn
|
10 |
Dick, R.I., and Vesilind, P.A. (1969) The Sludge Volume Index-What Is It- J. Water Pollut. Control Fed., 41, pp. 1285
|
11 |
White, M.J.D. (1976) Design and Control of Secondary Settlement Tanks. Water Pollut. Control, 75, p. 459
|
12 |
Daigger, G.T. (1995), Development of refind clarifier operating diagrams using an updated settling characteristics database. Water Environment Research, 67(21),pp. 95-100
DOI
|
13 |
Ekama, G.A. and Marais, G. v. R. (1986) Sludge settability. Secondary settling tank design procedur Water Pollution Control, pp. 101-114
|
14 |
Hartel L., Popel H.J. (1992) A dynamic secondary clari.er model including processes of sludge thickening. Water Sci Technol 1992; 25(6), pp. 267-284
|
15 |
von Sperling M. (1990) Optimal management of the oxidation ditch process. Ph.D. Thesis, Imperial College, University of London, 1990, p. 371
|
16 |
Wahlberg, E.J. and Keinath, T.M. (1988) Development of settling flux curves using SVI. Journal Water Pollution Control Federation, 60(12), pp. 2095-2100
|
17 |
Wahlberg, E.J. and Keinath, T.M. (1995) Development of settling flux curves using SVI: an addendum. Water Environment Research, 67, pp. 872
DOI
|
18 |
Catunda, P.F.C., Van Haandel A.C., Araujo L.S. and Vilar A. (1989) Deterrninacao da sedimentabilidade de lodo ativado (Determination of the settleability of activated sludge). In Congresso Brasileiro de Engenharia Sanitaria e Ambiental, September 1989, 15, pp. 53 85. Belem, ABES (in Portuguese)
|
19 |
Pitman, A.R. (1984) Settling of nutrient removal activated sludges. Water Science and Technology, 17, pp. 493-504
|
20 |
Tuntoolavest, M. and Grady, L.C.P. (1982) Effect of activated sludge operational conditions on sludge thickening characteristics. Journal Water Pollution Control Federation, 54(7), pp. 1112-1117
|
21 |
박석균, 강선홍 (2006) Batch Column에서의 슬러지계면층 높이 변화예측, 상하수도학회지, 제출중
|