期刊
QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS
卷 53, 期 -, 页码 565-582出版社
OXFORD UNIV PRESS
DOI: 10.1093/qjmam/53.4.565
关键词
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A finite drop of fluid with large viscosity mu and density rho is initially at rest hanging under gravity g from the underside of a solid boundary. The initial configuration may be of a general boundary shape, with (vertical) maximum length L(0) = L-0 and (horizontal) maximum width w(0). The subsequent motion, drop length L(t) as a function of time t, and boundary shape is determined both by a slender-drop approximate theory (for w(0) << L-0) and by an exact finite-element calculation. The slender-drop theory is derived both by Lagrangian and Eulerian methods. A wall boundary layer is identified, and empirical corrections made to the Trouton viscosity appearing in the slender-drop theory to account for this layer. When inertia is neglected, there is a crisis at a finite time t = t(*) = O(mu/(rho gL(0))), such that L(t) --> infinity as t --> t(*), this time being related to the time of break-off and entry of the drop into free fall. When the break point falls outside the wall boundary layer, its location and hence the fraction of the original drop which falls can be obtained directly from the slender-drop theory, and is confirmed by the finite-element computations.
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