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contributor authorLing Zhou
contributor authorRui-Lin Feng
contributor authorTianwen Pan
contributor authorYunjie Li
contributor authorDeyou Liu
contributor authorTong-Chuan Che
date accessioned2023-11-27T23:29:54Z
date available2023-11-27T23:29:54Z
date issued6/21/2023 12:00:00 AM
date issued2023-06-21
identifier otherJHEND8.HYENG-13468.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293606
description abstractThe fix-grid method of characteristic (MOC) has been the main numerical scheme for modeling the transient pipe flows with an entrapped air pocket, where the Courant number Cr usually equals one (i.e., Cr=1) to ensure its accuracy and stability. However, Cr=1 cannot always be guaranteed in each pipe of real pipe systems; thus, the MOC needs to be approximated by interpolation or wavespeed adjustment. This could lead to large accumulated numerical errors and serious shape distortion of simulated pressure curves. To address this problem, an alternative coupled scheme, which combines the second-order Godunov-type scheme (GTS) and the MOC, is developed. Specifically, the conservation equations with unsteady friction of the water column are numerically solved by the GTS, and the moving air-water interface is modeled and captured by the coupled GTS-MOC scheme. The simulated pressure curves by the GTS-MOC scheme are compared with both MOC results and laboratory experiments. The proposed scheme with unsteady friction can better reproduce the experimental pressure oscillations, and is more robust and efficient than the MOC. The MOC scheme with Cr<1 and coarse grids causes more obvious numerical dissipation during an intensive transient induced by relatively high inlet pressure, in which more high-frequency waves occur.
publisherASCE
titleCoupled Second-Order GTS-MOC Scheme for Transient Pipe Flows with an Entrapped Air Pocket
typeJournal Article
journal volume149
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13468
journal fristpage04023030-1
journal lastpage04023030-11
page11
treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 009
contenttypeFulltext


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