|
|
|
|
|
M. R. Ajith Kumar, Jaan H. Pu, Prashanth R. Hanmaiahgari and Martin F. Lambert
A problem with 1-D water hammer modelling is in the application of accurate unsteady friction. Moreover, investigating the time response of fluid dynamics and unsteady turbulence structures during the water hammer is not possible with a 1-D model. This r...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wei Huang, Kailin Yang, Xinlei Guo, Jiming Ma, Jue Wang and Jiazhen Li
Complete characteristic curves of a pump-turbine are essential for simulating the hydraulic transients and designing pumped storage power plants but are often unavailable in the preliminary design stage. To solve this issue, a prediction method for the c...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ciro Apollonio, Gabriella Balacco, Nicola Fontana, Maurizio Giugni, Gustavo Marini, Alberto Ferruccio Piccinni
Pág. 1 - 12
One of the main issues arising during the rapid filling of a pipeline is the pressure transient which originates after the entrapped air has been expelled at the air release valve. Because of the difference in density between water and air, a pressure tr...
ver más
|
|
|
|
|
|
|
|
|
|
|
Izquierdo, J. Iglesias, P. L.
Pág. 529 - 540
|
|
|
|
|
|
|
|
|
|
|
Izquierdo, J. Iglesias, P. L.
Pág. 801 - 812
|
|
|
|
|
|