The Time-Line Interpolation Method for Large-Time-Step Godunov-Type Schemes

2002 ◽  
Vol 177 (2) ◽  
pp. 394-417 ◽  
Author(s):  
Vincent Guinot
2016 ◽  
Vol 54 (5) ◽  
pp. 2775-2798 ◽  
Author(s):  
Sofia Lindqvist ◽  
Peder Aursand ◽  
Tore Flåtten ◽  
Anders Aase Solberg

2016 ◽  
Vol 23 (3) ◽  
pp. 032501 ◽  
Author(s):  
R. Kleiber ◽  
R. Hatzky ◽  
A. Könies ◽  
A. Mishchenko ◽  
E. Sonnendrücker

2012 ◽  
Vol 217-220 ◽  
pp. 168-185 ◽  
Author(s):  
Sergio Idelsohn ◽  
Norberto Nigro ◽  
Alejandro Limache ◽  
Eugenio Oñate

2013 ◽  
Vol 732-733 ◽  
pp. 487-490
Author(s):  
Zhen Ye Wang ◽  
Jiang Fei Li ◽  
Lian Yuan ◽  
Zhi Zhong Fu ◽  
Bo Li ◽  
...  

In this paper, explicit difference scheme, implicit difference scheme and characteristics method are separately used to simulate the transient flow in products pipeline. The simulation result can be used to prevent water hammer in the pipeline of unsteady situation and to improve the efficiency and safety in oil transmission systems. And then, the stability and accuracy of the three methods are compared by adopting different time steps. For explicit difference method, large fluctuation may occur in case of large time step. For implicit method, the result is weakly affected by time step, only if the relaxation factor selected is reasonable. For characteristics method, the results have a high convergence speed and precision. The results show that, in the situation of valve shut down in terminal, it takes about 1.1×104 seconds to return to a new steady state.


Sign in / Sign up

Export Citation Format

Share Document