Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device
Smart isolation devices (SIDs) are commonly used in pressurized subsea pipelines that need to be maintained or repaired. The sudden stoppage of the SID may cause large water hammer pressures, which may threaten both the pipeline and the SID. This paper proposes a simulation method by using a coupled...
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doaj-a5ef1f6344664a65861165bbed5627282021-07-15T15:48:24ZengMDPI AGWater2073-44412021-06-01131794179410.3390/w13131794Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation DeviceKang Zhang0Wei Zeng1Angus R. Simpson2Shimin Zhang3Chao Wang4College of Naval Architecture and Ocean Engineering, Dalian Maritime University, Dalian 116026, ChinaSchool of Civil, Environmental and Mining Engineering, University of Adelaide, Adelaide, SA 5005, AustraliaSchool of Civil, Environmental and Mining Engineering, University of Adelaide, Adelaide, SA 5005, AustraliaCollege of Mechanical and Transportation Engineering, China University of Petroleum-Beijing, Beijing 102249, ChinaPower China Kunming Engineering Corporation Limited, Kunming 650051, ChinaSmart isolation devices (SIDs) are commonly used in pressurized subsea pipelines that need to be maintained or repaired. The sudden stoppage of the SID may cause large water hammer pressures, which may threaten both the pipeline and the SID. This paper proposes a simulation method by using a coupled dynamic mesh technique to simulate water hammer pressures in the pipeline. Unlike other water hammer simulations, this method is the first to be used in the simulation in pipelines with a moving object. The implicit method is applied to model the moving SID since it has the mutual independence between the space step and the time step. The movement of the SID is achieved by updating the size of the computational meshes close to the SID at each time step. To improve the efficiency of the simulation and the ability of handling complex boundary conditions, the pipe sections far away from the SID can also be simulated by using the explicit Method of Characteristics (MOC). Verifications were conducted using the simulated results from the Computational Fluid Dynamics (CFD) numerical simulation. Two scenarios have been studied and the comparisons between the simulated results by using the dynamic meshes in 1D methods and those by the CFD simulation show a high correlation, thus validating the new method proposed in this paper.https://www.mdpi.com/2073-4441/13/13/1794hydraulic transientwater hammer simulationdynamic meshsubsea pressurized pipeline |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Kang Zhang Wei Zeng Angus R. Simpson Shimin Zhang Chao Wang |
spellingShingle |
Kang Zhang Wei Zeng Angus R. Simpson Shimin Zhang Chao Wang Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device Water hydraulic transient water hammer simulation dynamic mesh subsea pressurized pipeline |
author_facet |
Kang Zhang Wei Zeng Angus R. Simpson Shimin Zhang Chao Wang |
author_sort |
Kang Zhang |
title |
Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device |
title_short |
Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device |
title_full |
Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device |
title_fullStr |
Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device |
title_full_unstemmed |
Water Hammer Simulation Method in Pressurized Pipeline with a Moving Isolation Device |
title_sort |
water hammer simulation method in pressurized pipeline with a moving isolation device |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2021-06-01 |
description |
Smart isolation devices (SIDs) are commonly used in pressurized subsea pipelines that need to be maintained or repaired. The sudden stoppage of the SID may cause large water hammer pressures, which may threaten both the pipeline and the SID. This paper proposes a simulation method by using a coupled dynamic mesh technique to simulate water hammer pressures in the pipeline. Unlike other water hammer simulations, this method is the first to be used in the simulation in pipelines with a moving object. The implicit method is applied to model the moving SID since it has the mutual independence between the space step and the time step. The movement of the SID is achieved by updating the size of the computational meshes close to the SID at each time step. To improve the efficiency of the simulation and the ability of handling complex boundary conditions, the pipe sections far away from the SID can also be simulated by using the explicit Method of Characteristics (MOC). Verifications were conducted using the simulated results from the Computational Fluid Dynamics (CFD) numerical simulation. Two scenarios have been studied and the comparisons between the simulated results by using the dynamic meshes in 1D methods and those by the CFD simulation show a high correlation, thus validating the new method proposed in this paper. |
topic |
hydraulic transient water hammer simulation dynamic mesh subsea pressurized pipeline |
url |
https://www.mdpi.com/2073-4441/13/13/1794 |
work_keys_str_mv |
AT kangzhang waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice AT weizeng waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice AT angusrsimpson waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice AT shiminzhang waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice AT chaowang waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice |
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