Literature

  1. Albertson O.E. (1992) Clarifier design. In Design and retrofit of wastewater treatment plants for biological nutrient removal. Randall C.W., Barnard J.L. and Stensel H.D., editors. Technomic Pub. Co. Lancaster, USA.

  2. Albertson O.E., R.F. Scott, H.D. Stensel and R.W. Okey (1991) Expansion and Ugrading of Columbus, OH WWTPs to Advanced Wastewater Treatment. Wat. Sci. Tech. 25, 1-8.

  3. Andrews J. F. (1992) Dynamics and Control of the Activated Sludge Process, Water Quality Management Library - Volume 6, edited by J. F. Andrews, Technomic Publishing Company, Inc., Lancaster, PA, USA.

  4. ATV (1991) Bemessung von einstufigen Belebungsanlagen ab 5000 Einwohnerwerten. Arbeitsblatt A 131, ATV, St. Augustin, BRD.

  5. ATV-DVWK (2000) „Bemessung von einstufigen Belebungsanlagen“Arbeitsblatt A 131, Regelwerk ATV-DVWK, GFA, Hennef, 2000.

  6. Daigger G.T. (1995) Development of refined clarifier operating diagrams using an updated settling characteristics database. Water Environment Research, 67, 1, 95-100.

  7. Dick R. I. and Vesilind P. A.(1969) The Sludge Volume Index—What is it? Journal Water Pollution Control Federation, Vol. 41, No. 7, pp. 1285-1291.

  8. Dupont R. and M. Henze (1992) Modelling of the secondary clarifier combined with the activated sludge model No. 1, Water Science & Technology, vol. 25, no. 6, pp. 285-300.

  9. Ekama G.A. and Marais G.vR. (1986) Sludge settleability and secondary settling tank design procedures. Water Pollution Control, 85(1), 101-113.

  10. Ekama G.A., J.L. Barnard, F.W. Günthert, P. Krebs, J.A. McCorquodale, D.S. Parker and E J Wahlberg (1997) Secondary Settling Tanks: Theory, Modelling, Design and Operation. IAWQ Scientific and Technical Reports, IAWQ London, U.K.

  11. Eckenfelder W. W. and P. Grau (1992) The Activated Sludge Process Design and Control: Theory and Practice, Technomic Publishing Company, Inc., Lancaster, PA, USA.

  12. Eckenfelder W. W. and P. Grau (1998) The Activated Sludge Process Design and Control: Theory and Practice (2nd edition), Technomic Publishing Company, Inc., Lancaster, PA, USA.

  13. Günthert F.W. (1984) Ein Beitrag zur Bemessung von Schlammräumung und Eindickzone in horizontal durchströmten runden Nachklärbecken von Belebungsalnlagen. Ber. aus Wassergütewirtschaft und Gesundheitsingenieurwesen, TU München.

  14. Henze M., P. Harremoes, J. la Cour Jansen and E. Arvin (1995) Wastewater Treatment: Biological and Chemical Processes, Springer Verlag, Heidelberg, Berlin, Germany.

  15. Henze M., R. Dupont, P. Grau and A. de la Sota (1993) Rising sludge in secondary settlers due to denitrification, Water Research, vol. 27, no. 2, pp. 231-236.

  16. Krebs P. (1991) The hydraulics of final settling tanks, Water Science & Technology, vol. 23, no. 4-6, pp. 1037-1046.

  17. Krebs P. (1995) Success and shortcomings of clarifier modelling, Water Science & Technology, vol. 31, no. 2, pp. 181-191.

  18. Orhon D. and N. Artan (1994) Modelling of Activated Sludge Systems, Technomic Publishing Company, Inc., Lancaster, PA, USA.

  19. van Haandel A. and van der Lubbe J. (2007) Handbook Biological Waste Water Treatment. Quist Publishing - Leidschendam - The Netherlands.

  20. Yoshioka, N., Y. Hotta, S. Tanaka, S. Naito, a S. Tsugani (1957) Continuous Thickening of Homogeneous Flocculated Slurries. Chemical Engineering, Tokyo, 21,66-74.

  21. Water Environment Federation (2005) Clarifier design. WEF manual of practice No FD-8 (2nd Ed.).

  22. Zhou S., C. Vitasovic, Z. Ji, R. Pfeil (1996) Impact of design features on clarifier performance. Proc. of 18th IAWQ Biennial Conference, Preprints, Book 3, 278-285, 23-28 June, Singapore.

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