TY - GEN
T1 - Fast meshless solution with lumped friction for water hammer
AU - Xu, Yuanzhi
AU - Jiao, Zongxia
AU - Zhao, Longfei
N1 - Publisher Copyright:
Copyright © 2020 ASME.
PY - 2020
Y1 - 2020
N2 - The water hammer in pipelines, with the absence of fluid friction, could be solved by a time-domain exact solution, using a simple recursive process. No computational grid was needed, but the calculation time cost was extremely high. Its improved method, named as the fast meshless solution (FMS), was developed to speed the computation by introducing the time-line interpolation. For the purpose of practical applications, the attempt to consider fluid friction in the FMS is presented here. As there is no mesh grid in the distance-time plane, the distributed friction model can not be employed upon the presented method directly. The fluid friction lumped at the pipe end is proposed, and both steady and unsteady friction are studied. A benchmark problem of the water hammer in a reservoir-pipe-valve (RPV) system is employed for the validation and comparison. The water hammer considering lumped friction can be calculated fast by the FMS, and the accuracy is acceptable. The method discussed here may be of interest in a quick assessment of the piping water hammer.
AB - The water hammer in pipelines, with the absence of fluid friction, could be solved by a time-domain exact solution, using a simple recursive process. No computational grid was needed, but the calculation time cost was extremely high. Its improved method, named as the fast meshless solution (FMS), was developed to speed the computation by introducing the time-line interpolation. For the purpose of practical applications, the attempt to consider fluid friction in the FMS is presented here. As there is no mesh grid in the distance-time plane, the distributed friction model can not be employed upon the presented method directly. The fluid friction lumped at the pipe end is proposed, and both steady and unsteady friction are studied. A benchmark problem of the water hammer in a reservoir-pipe-valve (RPV) system is employed for the validation and comparison. The water hammer considering lumped friction can be calculated fast by the FMS, and the accuracy is acceptable. The method discussed here may be of interest in a quick assessment of the piping water hammer.
KW - Fast meshless solution
KW - Lumped fluid friction
KW - Water hammer
UR - https://www.scopus.com/pages/publications/85096573600
U2 - 10.1115/FPMC2020-2789
DO - 10.1115/FPMC2020-2789
M3 - 会议稿件
AN - SCOPUS:85096573600
T3 - BATH/ASME 2020 Symposium on Fluid Power and Motion Control, FPMC 2020
BT - BATH/ASME 2020 Symposium on Fluid Power and Motion Control, FPMC 2020
PB - American Society of Mechanical Engineers
T2 - BATH/ASME 2020 Symposium on Fluid Power and Motion Control, FPMC 2020
Y2 - 9 September 2020 through 11 September 2020
ER -