Water hammer mitigation via PDE-constrained optimization

This paper considers an optimal boundary control problem for fluid pipelines with terminal valve control. The goal is to minimize pressure fluctuation during valve closure, thus mitigating water hammer effects. We model the fluid flow by two coupled hyperbolic PDEs with given initial conditions and...

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Main Authors: Chen, T., Xu, C., Lin, Qun, Loxton, Ryan, Teo, Kok Lay
Format: Journal Article
Published: Pergamon 2015
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/42038
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author Chen, T.
Xu, C.
Lin, Qun
Loxton, Ryan
Teo, Kok Lay
author_facet Chen, T.
Xu, C.
Lin, Qun
Loxton, Ryan
Teo, Kok Lay
author_sort Chen, T.
building Curtin Institutional Repository
collection Online Access
description This paper considers an optimal boundary control problem for fluid pipelines with terminal valve control. The goal is to minimize pressure fluctuation during valve closure, thus mitigating water hammer effects. We model the fluid flow by two coupled hyperbolic PDEs with given initial conditions and a boundary control governing valve actuation. To solve the optimal boundary control problem, we apply the control parameterization method to approximate the time-varying boundary control by a linear combination of basis functions, each of which depends on a set of decision parameters. Then, by using variational principles, we derive formulas for the gradient of the objective function (which measures pressure fluctuation) with respect to the decision parameters. Based on the gradient formulas obtained, we propose a gradient-based optimization method for solving the optimal boundary control problem. Numerical results demonstrate the capability of optimal boundary control to significantly reduce pressure fluctuation.
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T09:10:08Z
publishDate 2015
publisher Pergamon
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spelling curtin-20.500.11937-420382017-09-13T16:11:54Z Water hammer mitigation via PDE-constrained optimization Chen, T. Xu, C. Lin, Qun Loxton, Ryan Teo, Kok Lay Hyperbolic PDEs Control parameterization Water hammer Variational method Optimal boundary control Method of lines This paper considers an optimal boundary control problem for fluid pipelines with terminal valve control. The goal is to minimize pressure fluctuation during valve closure, thus mitigating water hammer effects. We model the fluid flow by two coupled hyperbolic PDEs with given initial conditions and a boundary control governing valve actuation. To solve the optimal boundary control problem, we apply the control parameterization method to approximate the time-varying boundary control by a linear combination of basis functions, each of which depends on a set of decision parameters. Then, by using variational principles, we derive formulas for the gradient of the objective function (which measures pressure fluctuation) with respect to the decision parameters. Based on the gradient formulas obtained, we propose a gradient-based optimization method for solving the optimal boundary control problem. Numerical results demonstrate the capability of optimal boundary control to significantly reduce pressure fluctuation. 2015 Journal Article http://hdl.handle.net/20.500.11937/42038 10.1016/j.conengprac.2015.08.008 Pergamon fulltext
spellingShingle Hyperbolic PDEs
Control parameterization
Water hammer
Variational method
Optimal boundary control
Method of lines
Chen, T.
Xu, C.
Lin, Qun
Loxton, Ryan
Teo, Kok Lay
Water hammer mitigation via PDE-constrained optimization
title Water hammer mitigation via PDE-constrained optimization
title_full Water hammer mitigation via PDE-constrained optimization
title_fullStr Water hammer mitigation via PDE-constrained optimization
title_full_unstemmed Water hammer mitigation via PDE-constrained optimization
title_short Water hammer mitigation via PDE-constrained optimization
title_sort water hammer mitigation via pde-constrained optimization
topic Hyperbolic PDEs
Control parameterization
Water hammer
Variational method
Optimal boundary control
Method of lines
url http://hdl.handle.net/20.500.11937/42038