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Efficient Quasi-Two-Dimensional Water Hammer Model on a Characteristic Grid
This note proposes a new quasi-two-dimensional (quasi-2D) numerical scheme for simulating a water hammer that significantly reduces the computational burden compared to two existing quasi-2D schemes, as numerically demonstrated in this note by application to a reservoir-pipe-valve system. Computational cost is decreased through using one-dimensional (1D), rather than two-dimensional equations for pressure head and discharge and using a staggered grid with half of the computational nodes compared to a rectangular grid. It is valid to use the proposed 1D characteristic equations for the pressure head and discharge, as it is proved that these yield identical results to explicit quasi-2D solution procedures previously introduced in the literature.
Efficient Quasi-Two-Dimensional Water Hammer Model on a Characteristic Grid
This note proposes a new quasi-two-dimensional (quasi-2D) numerical scheme for simulating a water hammer that significantly reduces the computational burden compared to two existing quasi-2D schemes, as numerically demonstrated in this note by application to a reservoir-pipe-valve system. Computational cost is decreased through using one-dimensional (1D), rather than two-dimensional equations for pressure head and discharge and using a staggered grid with half of the computational nodes compared to a rectangular grid. It is valid to use the proposed 1D characteristic equations for the pressure head and discharge, as it is proved that these yield identical results to explicit quasi-2D solution procedures previously introduced in the literature.
Efficient Quasi-Two-Dimensional Water Hammer Model on a Characteristic Grid
Jang, Tae Uk (Autor:in) / Wu, Yuebin (Autor:in) / Xu, Ying (Autor:in) / Newman, Jeffrey (Autor:in) / Sun, Qiang (Autor:in)
27.07.2016
Aufsatz (Zeitschrift)
Elektronische Ressource
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