Show simple item record

contributor authorUrbanowicz, Kamil
contributor authorJing, Haixiao
contributor authorBergant, Anton
contributor authorStosiak, Michał
contributor authorLubecki, Marek
date accessioned2023-11-29T18:35:21Z
date available2023-11-29T18:35:21Z
date copyright4/26/2023 12:00:00 AM
date issued4/26/2023 12:00:00 AM
date issued2023-04-26
identifier issn0098-2202
identifier otherfe_145_08_081203.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294241
description abstractAnalytical formulas for laminar water hammer in horizontal pipes were extended and simplified into a compact mathematical form based on dimensionless parameters: dimensionless time, water hammer number, etc. Detailed treatment of turbulent water hammer analytical solutions is beyond the scope of this paper. In the Muto and Takahashi solution, novel Laplace and time domain formulas for flow velocity and wall shear stress were developed. A series of comparative studies of unified analytical solutions with numerical solutions and the results of measurements were carried out. The study shows that models that account for the frequency-dependent nature of hydraulic resistance agree very well with experimental results over a wide range of water hammer numbers Wh, particularly when Wh ≤ 0.1.
publisherThe American Society of Mechanical Engineers (ASME)
titleProgress in Analytical Modeling of Water Hammer
typeJournal Paper
journal volume145
journal issue8
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.4062290
journal fristpage81203-1
journal lastpage81203-12
page12
treeJournal of Fluids Engineering:;2023:;volume( 145 ):;issue: 008
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record