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contributor authorG. P. Ong
contributor authorT. F. Fwa
date accessioned2017-05-08T21:04:50Z
date available2017-05-08T21:04:50Z
date copyrightJune 2006
date issued2006
identifier other%28asce%290733-947x%282006%29132%3A6%28441%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37881
description abstractHydroplaning on a pavement surface with a film of water occurs when a vehicle reaches a critical speed and results in a loss of contact between its tires and the pavement surface. Pavement groovings, especially transverse pavement groovings, have been used in practice to reduce the occurrences of hydroplaning. This paper presents the development of a three-dimensional finite-volume model to simulate the hydroplaning phenomenon on pavements with and without transverse groovings. The theoretical considerations involved in the flow simulation model are described. The flow simulation makes use of fluid dynamics theories, utilizing the continuity equation, the Navier–Stokes equations, and the standard
publisherAmerican Society of Civil Engineers
titleTransverse Pavement Grooving against Hydroplaning. I: Simulation Model
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2006)132:6(441)
treeJournal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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