作者:
关键词: Fluid friction 、 Mechanics 、 Pressure gradient 、 Geotechnical engineering 、 Viscosity 、 Surface finish 、 Materials science 、 Shear stress 、 Prandtl number 、 Darcy friction factor formulae
摘要: Nikuradse (1933; Prandtl 1933), experimenting with pipes roughened internally by a uniform layer of sand, found that such were indistinguishable from perfectly smooth ones, provided the pressure gradient was less than given pV*k / μ = 4, where V √( T p ), shear stress at wall, density fluid, , —- viscosity k diameter roughness grains. With lesser flows neither resistance nor distribution velocity measurably influenced size grains, and observed law satisfactorily type required Karman-Prandtl theory for surfaces. This is usually expressed in following form: