The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part I—experimental analysis and creep characterization

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The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II—model development, calibration and verification (2005, methodology): “±^[Q(x,t)-Q(xTAx,t-At)] gS 2alAt /dsr\ + ——\—)±a0Athf=0 (12) g \ B t J valid along the characteristic lines dx/dt — ±ÜQ.”
Fluid-structure interaction with pipe-wall viscoelasticity during water hammer (2011, methodology): “Previous models on water hammer in viscoelastic pipes (Covas et al., 2004a, b, 2005; Soares et al., 2008), only solve Eqs.”
Unsteady friction and visco-elasticity in pipe fluid transients (2010, background): “Recently, two experimental tests were conducted in viscoelastic pipe systems to inspect the contributions of unsteady friction and the visco-elastic effect on pressure peak wave damping (Brunone et al. 2000, Covas et al. 2004, 2005).”
PIPENET: A Wireless Sensor Network for Pipeline Monitoring (2007, background): “This makes it possible to confirm the occurrence of a burst and approximately detect its location [10][11][12].”