A physically-based analytical relationship for practical prediction of leakage in longitudinally cracked pressurized pipes

Author:

de Miranda Stefano,Molari Luisa,Scalet Giulia,Ubertini Francesco

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. Buckley RS. Theoretical investigation and experimentation into the expansion of round holes and cracks within pressurized pipes. Masters thesis. South Africa: Dept. of Civil Engineering, University of Johannesburg; 2007.

2. Cassa AM, van Zyl JE, Laubscher RF. A numerical investigation into the behaviour of leak openings in uPVC pipes under pressure. In: Proc of WISA2006, Water Institute of Southern Africa Biennial conference, Durban, South Africa; 2006.

3. A numerical investigation into the effect of pressure on holes and cracks in water supply pipes;Cassa;Urban Water J,2010

4. Predicting the head-leakage slope of cracks in pipes subject to elastic deformations;Cassa;J Water Supply: Res Technol – AQUA,2013

5. Hydraulics in civil and environmental engineering;Chadwick,1998

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