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EXPERIMENTAL INVESTIGATION ON RECTANGULAR CONTRACTED WEIR FOR MEASURING FLOW RATES FROM SUSTAINABLE URBAN SYSTEMS

Carbone, Marco, Garofalo, Giuseppina, Salamone, Filomena, Piro, Patrizia

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b31/s12.036View metrics

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Publication details

Title
EXPERIMENTAL INVESTIGATION ON RECTANGULAR CONTRACTED WEIR FOR MEASURING FLOW RATES FROM SUSTAINABLE URBAN SYSTEMS
Authors
Carbone, Marco, Garofalo, Giuseppina, Salamone, Filomena, Piro, Patrizia
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
References26

  1. Piro P., Carbone M., Garofalo G.& Sansalone J., CSO treatment strategy based on constituent index relationships in a highly urbanised catchment, Water Sci. Technol., vol. 56, pp. 85–91, 2007.

  2. Piro P., Carbone M., Garofalo G. & Sansalone J. J., Management of combined sewer overflows based on observations from the urbanized Liguori catchment of Cosenza, Italy., Water Sci. Technol., vol. 61/issue 1, pp. 135–143, 2010.

  3. Bagheri S. & Heidarpour M., Flow over rectangular sharp-crested weirs, Irrig. Sci., vol. 28/issue 2, pp. 173–179, 2009.

  4. Boiten W., Flow measurement structures, Flow Meas. Instrum. , vol. 13/issue 5 – 6, pp. 203–207, 2002.

  5. Ferrari A., SPH simulation of free surface flow over a sharp-crested weir, Adv. Water Resour., vol. 33/issue 3, pp. 270–276, 2010.

  6. Johnson M. C., Discharge coefficient analysis for flat-topped and sharp-crested weirs, Irrigation Science, vol. 19/issue 3 , pp 133-137, 2000.

  7. Vatankhah A. R., Flow measurement using circular sharp-crested weirs, Flow Meas. Instrum., vol. 21/issue 2, pp. 118–122, 2010.

  8. Matthew G.D. , Barr D.I.H., Engel F.V.A., Montes S., Ackers P., Cooke J.F., Hrs, Reynolds, On the influence of curvature, surface tension and viscosity on flow over round -crested weirs, ICE Proceedings, vol. 28/issue 4, , pp 557–569, 1964.

  9. Savic D. a., Giustolisi O. & D. Laucelli, Asset deterioration analysis using multi- utility data and multi-objective data mining, J. Hydroinformatics, vol. 11/issue 3– 4, pp. 211-224, Jul. 2009.

  10. Giustolisi O. & Savic D. a., Advances in data-driven analyses and modelling using EPR-MOGA, J. Hydroinformatics, vol. 11/issue 3–4, p. 225, 2009.

  11. Faramarzi A., Alani A. M. & Javadi A. a. , An EPR-based self-learning approach to material modelling, Comput. Struct., vol. 137, pp. 63–71, 2014.

  12. Berardi L., Giustolisi O., Kapelan Z. & Savic D. a. , Development of pipe deterioration models for water distribution systems using EPR, J. Hydroinformatics, vol. 10/issue2, pp. 113-126, 2008.

  13. Carbone M., Berardi L., Laucelli D. & Piro P., Data-mining approach to investigate sedimentation features in combined sewer overflows, J. Hydroinformatics, vol. 14/issue 3, pp. 613-627, 2012.

  14. Piro P., Carbone M., Garofalo G.& Sansalone J., CSO treatment strategy based on constituent index relationships in a highly urbanised catchment, Water Sci. Technol., vol. 56, pp. 85–91, 2007.

  15. Piro P., Carbone M., Garofalo G. & Sansalone J. J., Management of combined sewer overflows based on observations from the urbanized Liguori catchment of Cosenza, Italy., Water Sci. Technol., vol. 61/issue 1, pp. 135–143, 2010.

  16. Bagheri S. & Heidarpour M., Flow over rectangular sharp-crested weirs, Irrig. Sci., vol. 28/issue 2, pp. 173–179, 2009.

  17. Boiten W., Flow measurement structures, Flow Meas. Instrum. , vol. 13/issue 5 – 6, pp. 203–207, 2002.

  18. Ferrari A., SPH simulation of free surface flow over a sharp-crested weir, Adv. Water Resour., vol. 33/issue 3, pp. 270–276, 2010.

  19. Johnson M. C., Discharge coefficient analysis for flat-topped and sharp-crested weirs, Irrigation Science, vol. 19/issue 3 , pp 133-137, 2000.

  20. Vatankhah A. R., Flow measurement using circular sharp-crested weirs, Flow Meas. Instrum., vol. 21/issue 2, pp. 118–122, 2010.

  21. Matthew G.D. , Barr D.I.H., Engel F.V.A., Montes S., Ackers P., Cooke J.F., Hrs, Reynolds, On the influence of curvature, surface tension and viscosity on flow over round -crested weirs, ICE Proceedings, vol. 28/issue 4, , pp 557–569, 1964.

  22. Savic D. a., Giustolisi O. & D. Laucelli, Asset deterioration analysis using multi- utility data and multi-objective data mining, J. Hydroinformatics, vol. 11/issue 3– 4, pp. 211-224, Jul. 2009.

  23. Giustolisi O. & Savic D. a., Advances in data-driven analyses and modelling using EPR-MOGA, J. Hydroinformatics, vol. 11/issue 3–4, p. 225, 2009.

  24. Faramarzi A., Alani A. M. & Javadi A. a. , An EPR-based self-learning approach to material modelling, Comput. Struct., vol. 137, pp. 63–71, 2014.

  25. Berardi L., Giustolisi O., Kapelan Z. & Savic D. a. , Development of pipe deterioration models for water distribution systems using EPR, J. Hydroinformatics, vol. 10/issue2, pp. 113-126, 2008.

  26. Carbone M., Berardi L., Laucelli D. & Piro P., Data-mining approach to investigate sedimentation features in combined sewer overflows, J. Hydroinformatics, vol. 14/issue 3, pp. 613-627, 2012.

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