Numerical Simulation of Transient Flow in Products Pipeline

Author:

Wang Zhen Ye1,Li Jiang Fei2,Yuan Lian2,Fu Zhi Zhong2,Li Bo2,Cheng Wen Xue2,Jin Long2,Liu Lei3

Affiliation:

1. China Petroleum Pipeline Engineering Corporation

2. China University of Petroleum (Beijing)

3. China National Oil and Gas Exploration and Development Corporation

Abstract

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.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference15 articles.

1. Yanbing Guo, Haijun Zhao, Heyi Liu. Hydraulic Analysis of Product Pipeline [J]. Pipeline Technique and Equipment, 2010 (004): 57-59. (In Chinese).

2. Guoquan Zhang, Kai Liu. Surge Analysis on Products Oil Pipeline [J]. Oil & Gas Storage And Transportation, 2006, 25(12): 61-63. (In Chinese).

3. Wenxi Tian, G.H. Su, Gaopeng Wang a, et al. Numerical simulation and optimization on valve-induced water hammer characteristics for parallel pump feed water system. Annals of Nuclear Energy 35 (2008): 2280-2287.

4. Xupeng Fang, Xiong Wei et al. Study on the Transient Flow Control of Long-distance Oil Pipeline [J]. OGST, 2009, 28(2): 26-30. (In Chinese).

5. Saikia M.D., Sarma A.K. Simulation of water hammer flows with unsteady friction factor [J]. Arpn Journal of Engineering and Applied Sciences, 2006, 1(4): 35-40.

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