University of Reading / Delft University of Technology / n+1 Dam / University of Zaragoza / Pipeline Transients / Q University / /
IndustryTerm
shallow flow applications / Analytical solution / pipe system networks / waterhamanalytical solution / analytic solutions / urban pipe systems / systems / realistic systems / numerical simulation tool / minimum dischargeofis algorithms / equation systems / energy grade line / water pipe networks / pipe network / pipe networks / looped pipe network / Numerical solution / /
NaturalFeature
Triangular inlet / /
Organization
American Society of 2Civil Engineers / University of Zaragoza / University of Reading / Delft University of Technology / Hydraulics Division / /
Person
Figure (b) Pressurized Pressurized / Wave / María de Luna / /
Position
complete numerical model for solving dynamically transients / pressure head / Pressured head / Pressurized transient Pressured head / Awell dHwell dt Pressure head / PressurePressure head / Preissmann slot model / head head / hN Pressure head / numerical model / constant pressure head / /
Drink. Water Eng. Sci., 7, 83–92, 2014 www.drink-water-eng-sci.netdoi:dwes © Author(sCC Attribution 3.0 License. Finite volume simulation of unsteady water pipe flow