<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The slip boundary condition can be a very useful relation when some specific problems of hydromechanics are considered. According to the classical form of this condition, the slip of a fluid with respect to the solid wall should occur even at a very low velocity of motion. However, both theoretical analysis and certain empirical data suggest that there must be a limit value of the wall shear stress, below which the slip does not occur. According to the simplified balance of adhesive and gravitational forces, a simple experimental method for determining this stress has been proposed and applied in this paper.</p></abstract>

The slip boundary condition can be a very useful relation when some specific problems of hydromechanics are considered. According to the classical form of this condition, the slip of a fluid with respect to the solid wall should occur even at a very low velocity of motion. However, both theoretical analysis and certain empirical data suggest that there must be a limit value of the wall shear stress, below which the slip does not occur. According to the simplified balance of adhesive and gravitational forces, a simple experimental method for determining this stress has been proposed and applied in this paper.

Experimental Determination of Limit Adhesive Shear Stress between Solid Wall and Liquid

Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. G. Narutowicza 11/12, 80-233 Gdańsk, Poland

Archives of Hydro-Engineering and Environmental Mechanics

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The slip boundary condition can be a very useful relation when some specific problems of hydromechanics are considered. According to the classical form of this...

Experimental Determination of Limit Adhesive Shear Stress between Solid Wall and Liquid

Pubblicato online: 07 ott 2015

Pagine: 175 - 181

DOI: https://doi.org/10.1515/heem-2015-0011

© by Jerzy M. Sawicki

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.