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STUDY ON TRANSIENTS IN A WATER DISTRIBUTION LOOPED NETWORK

Constantin, Anca, Danisor, Alin, Stanescu, Madalina, Nitescu, Claudiu

First published: 2013-06-20https://doi.org/10.5593/sgem2013/bc3/s12.042View metrics

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Title
STUDY ON TRANSIENTS IN A WATER DISTRIBUTION LOOPED NETWORK
Authors
Constantin, Anca, Danisor, Alin, Stanescu, Madalina, Nitescu, Claudiu
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on WATER RESOURCES. FOREST, MARINE AND OCEAN ECOSYSTEMS
Publisher
Stef92 Technology
Year
2013
Pages
333 - 340 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References20

  1. Constantin A., Stănescu M. & Niţescu C., Unsteady flow in a looped water distribution network with two sources of disturbance, International Journal of Mathematical Models and Methods in Applied Sciences, Vol. 5, pp1310-1317, 2011.

  2. Haager M., Pinter G. & Lang R.W., Ranking of PE-HD Pipe Grades by Fatigue Crack Growth Performance, Plastic Pipes XIII, Washington, US, pp 1-11, 2006.

  3. Hâncu S., Applied Hydraulics-Numerical Simulation of Fluid Transients, Editura Tehnică, Romania, 1985.

  4. Ha ncu S.& Marin G., Hydraulics. Theory and application, vol. I, Editura Cartea Universitara, Romania, 2007.

  5. Hla watsch F. & Auger F., Time-Frequency Analysis, ISTE Ltd and John Wiley, Great Britain, US, 2008.

  6. Kwon H. J. & Lee C.E. Reliability Analysis of Pipe Network Regarding Transient Flow, KCSE Journal of Civil Engineering, vol.12, No.6, Koreea, pp 409-416, 2008.

  7. Obradovic, D., Lonsdale, P., Public Water Supply. Models, Data and Operational Management, E &FN SPON, UK, 1998.

  8. Popescu, M., Arsenie, D.I.& Vlase, P., Applied Hydraulic Transients for Hydropower Plants and Pumping Stations, Balkema Publishers, 2004.

  9. Swamee P. K., Sharma A. K., Design of Water Supply Pipe Networks, John Wiley & Sons, Inc., Hoboken New Jersey, 2008.

  10. * * * Marley Pressure Manual for PVC and polyethylene pipe systems, Part 2, http://www.marley.co.nz

  11. Constantin A., Stănescu M. & Niţescu C., Unsteady flow in a looped water distribution network with two sources of disturbance, International Journal of Mathematical Models and Methods in Applied Sciences, Vol. 5, pp1310-1317, 2011.

  12. Haager M., Pinter G. & Lang R.W., Ranking of PE-HD Pipe Grades by Fatigue Crack Growth Performance, Plastic Pipes XIII, Washington, US, pp 1-11, 2006.

  13. Hâncu S., Applied Hydraulics-Numerical Simulation of Fluid Transients, Editura Tehnică, Romania, 1985.

  14. Ha ncu S.& Marin G., Hydraulics. Theory and application, vol. I, Editura Cartea Universitara, Romania, 2007.

  15. Hla watsch F. & Auger F., Time-Frequency Analysis, ISTE Ltd and John Wiley, Great Britain, US, 2008.

  16. Kwon H. J. & Lee C.E. Reliability Analysis of Pipe Network Regarding Transient Flow, KCSE Journal of Civil Engineering, vol.12, No.6, Koreea, pp 409-416, 2008.

  17. Obradovic, D., Lonsdale, P., Public Water Supply. Models, Data and Operational Management, E &FN SPON, UK, 1998.

  18. Popescu, M., Arsenie, D.I.& Vlase, P., Applied Hydraulic Transients for Hydropower Plants and Pumping Stations, Balkema Publishers, 2004.

  19. Swamee P. K., Sharma A. K., Design of Water Supply Pipe Networks, John Wiley & Sons, Inc., Hoboken New Jersey, 2008.

  20. * * * Marley Pressure Manual for PVC and polyethylene pipe systems, Part 2, http://www.marley.co.nz

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