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. Th
e initial configuration may be of a general boundary shape, with (vertical)
maximum length L(0) = L-0 and (horizontal) maximum width w(0). The subsequ
ent 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 identifi
ed, and empirical corrections made to the Trouton viscosity appearing in th
e 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 br
eak-off and entry of the drop into free fall. When the break point falls ou
tside the wall boundary layer, its location and hence the fraction of the o
riginal drop which falls can be obtained directly from the slender-drop the
ory, and is confirmed by the finite-element computations.