Derivation and Validation of a Leakage Model for Longitudinal Slits in Polyethylene Pipes

Author:

Fox Sam1,Boxall Joby2,Collins Richard3

Affiliation:

1. Alumni, Pennine Water Group, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, UK (corresponding author).

2. Professor, Water Infrastructure, Pennine Water Group, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, UK.

3. Lecturer, Water Engineering, Pennine Water Group, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference30 articles.

1. Use of the steady-state orifice equation in the computation of transient flow through pipe leaks;Al-khomairi A.;Arabian J. Sci. Eng.,2005

2. Determinación de parámetros de fuga para fallas longitudinales, en conexiones domiciliarias y en uniones de tuberías en PVC;Ávila Rangel H.;Revista de Ingeniería,2006

3. Evaluation of crack opening times and leakage areas for longitudinal cracks in a pressurized pipe Part I. Model for maximum leak areas and its validation

4. Thermal and Mechanical Properties of Polyethylene Pipes

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