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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Main Authors: Kang Zhang, Wei Zeng, Angus R. Simpson, Shimin Zhang, Chao Wang
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/13/1794
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spelling 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
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AT angusrsimpson waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice
AT shiminzhang waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice
AT chaowang waterhammersimulationmethodinpressurizedpipelinewithamovingisolationdevice
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