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MATHEMATICAL MODELLING OF FUNCTIONING OF STORMWATER OVERFLOW DIVIDER WITH A CONICAL VORTEX REGULATOR

Kazmierczak, Bartosz

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b31/s12.059View metrics

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Title
MATHEMATICAL MODELLING OF FUNCTIONING OF STORMWATER OVERFLOW DIVIDER WITH A CONICAL VORTEX REGULATOR
Authors
Kazmierczak, Bartosz
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on WATER RESOURCES. FOREST, MARINE AND OCEAN ECOSYSTEMS
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-13-1
Language
en
Publication type
Conference Paper
References30

  1. Lee S., Lee J. & Kim M. The Influence of Storm-Water Sewer Overflows on Stream Water Quality and Source Tracking of Fecal Contamination. KSCE Journal of Civil Engineering, vol. 16/issue 1, pp 39–44, 2012.

  2. Oliveto G., Biggiero V. & Fiorentino M. Hydraulic features of supercritical flow along prismatic weirs. Journal of Hydraulic Research, vol. 39/issue 1, pp 73–82, 2001.

  3. Kotowski A. The p rinciples of safe dimensioning of sewage systems . Seidel- Przywecki, Warsaw 2011. 14th SGEM GeoConference on Water Resources. Forest, Marine and Ocean Ecosystems

  4. Singh R., Manivannan D. & Satyanarayana T. Discharge coefficients of rectangular side weirs. Journal of Irrigation and Drainage Engineering, vol. 120/issue 4, pp 814 –820, 1994.

  5. Swamee P.K., Pathak S.K. & Ali M.S. Side-weir analysis using elementary discharge coefficient. Journal of Irrigation and Drainage Engineering, vol. 120/issue 4, pp 742–755, 1994.

  6. Ordinance of the Minister of Environment dated 24 July 2006 on the conditions that must be fulfilled when entering sewage into waters or land, and on exceptionally harmful substances. Journal of Laws No. 137 of 31 July 2006, item 984.

  7. Arbeitsblatt DWA-A118. Hydraulische Bemessung und Nachweis von Entwässerungs-systemen. DWA, Hennef 2006.

  8. Kaźmierczak B. & Kotowski A . Verification of storm water drainage capacity in hydrodynamic modeling. The Publishing House of Wrocław University of Technology , Wrocław 2012.

  9. Schmitt T., Thomas M. & Ettrich N. Analysis and modeling of flooding in urban drainage systems. Journal of Hydrology, vol. 299, pp 300–311, 2004.

  10. Weyand M. Real-time control in combined sewer systems in Germany – some case studies. Urban Water, vol. 4, pp 347–354, 2002.

  11. Kotowski A. & Wójtowicz P . The new method for limiting outflow from storm overflows. Environment Protection Engineering, vol. 33/issue 4, pp 41–53, 2007.

  12. Kotowski A. & Wójtowicz P . Analysis of hydraulic parameters of conical vortex regulators. Polish Journal of Environmental Studies, vol. 19/issue 4, pp 749–756, 2010.

  13. Piecuch T., Kowalczyk A., Kupś D. & Gomółka D. Method of Neutralization of Odours Arising During Mechanical Dewatering of Municipal Sewage Sludge. Annual Set of Environment Protection, vol. 13, pp 747– 768, 2011.

  14. Wójtowicz P. & Szlachta M. Aeration performance of hydrodynamic flow regulators. Water Science and Technology, vol. 67/issue 12, pp 2692–2698, 2013.

  15. Kotowski A. & Kaźmierczak B. Probabilistic models of maximum precipitation for designing sewerage. Journal of Hydrometeorology, vol. 14, pp 1958–1965, 2013.

  16. Lee S., Lee J. & Kim M. The Influence of Storm-Water Sewer Overflows on Stream Water Quality and Source Tracking of Fecal Contamination. KSCE Journal of Civil Engineering, vol. 16/issue 1, pp 39–44, 2012.

  17. Oliveto G., Biggiero V. & Fiorentino M. Hydraulic features of supercritical flow along prismatic weirs. Journal of Hydraulic Research, vol. 39/issue 1, pp 73–82, 2001.

  18. Kotowski A. The p rinciples of safe dimensioning of sewage systems . Seidel- Przywecki, Warsaw 2011. 14th SGEM GeoConference on Water Resources. Forest, Marine and Ocean Ecosystems

  19. Singh R., Manivannan D. & Satyanarayana T. Discharge coefficients of rectangular side weirs. Journal of Irrigation and Drainage Engineering, vol. 120/issue 4, pp 814 –820, 1994.

  20. Swamee P.K., Pathak S.K. & Ali M.S. Side-weir analysis using elementary discharge coefficient. Journal of Irrigation and Drainage Engineering, vol. 120/issue 4, pp 742–755, 1994.

  21. Ordinance of the Minister of Environment dated 24 July 2006 on the conditions that must be fulfilled when entering sewage into waters or land, and on exceptionally harmful substances. Journal of Laws No. 137 of 31 July 2006, item 984.

  22. Arbeitsblatt DWA-A118. Hydraulische Bemessung und Nachweis von Entwässerungs-systemen. DWA, Hennef 2006.

  23. Kaźmierczak B. & Kotowski A . Verification of storm water drainage capacity in hydrodynamic modeling. The Publishing House of Wrocław University of Technology , Wrocław 2012.

  24. Schmitt T., Thomas M. & Ettrich N. Analysis and modeling of flooding in urban drainage systems. Journal of Hydrology, vol. 299, pp 300–311, 2004.

  25. Weyand M. Real-time control in combined sewer systems in Germany – some case studies. Urban Water, vol. 4, pp 347–354, 2002.

  26. Kotowski A. & Wójtowicz P . The new method for limiting outflow from storm overflows. Environment Protection Engineering, vol. 33/issue 4, pp 41–53, 2007.

  27. Kotowski A. & Wójtowicz P . Analysis of hydraulic parameters of conical vortex regulators. Polish Journal of Environmental Studies, vol. 19/issue 4, pp 749–756, 2010.

  28. Piecuch T., Kowalczyk A., Kupś D. & Gomółka D. Method of Neutralization of Odours Arising During Mechanical Dewatering of Municipal Sewage Sludge. Annual Set of Environment Protection, vol. 13, pp 747– 768, 2011.

  29. Wójtowicz P. & Szlachta M. Aeration performance of hydrodynamic flow regulators. Water Science and Technology, vol. 67/issue 12, pp 2692–2698, 2013.

  30. Kotowski A. & Kaźmierczak B. Probabilistic models of maximum precipitation for designing sewerage. Journal of Hydrometeorology, vol. 14, pp 1958–1965, 2013.

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