The design of fluids management processes in the low-gravity environme
nt of space requires an accurate description of capillarity-controlled
flow in containers. Here we consider the spontaneous redistribution o
f fluid along an interior corner of a container due to capillary force
s. The analytical portion of the work presents an asymptotic formulati
on in the limit of a slender fluid column, slight surface curvature al
ong the flow direction z, small inertia, and low gravity. The scaling
introduced explicitly accounts for much of the variation of how resist
ance due to geometry and so the effects of corner geometry can be dist
inguished from those of surface curvature. For the special cases of a
constant height boundary condition and a constant flow condition, the
similarity solutions yield that the length of the fluid column increas
es as t(1/2) and t(3/5), respectively. In the experimental portion of
the work, measurements from a 2.2 s drop tower are reported. An extens
ive data set, collected over a previously unexplored range of flow par
ameters, includes estimates of repeatability and accuracy, the role of
inertia and column slenderness, and the effects of corner angle, cont
ainer geometry, and fluid properties. At short times, the fluid is gov
erned by inertia (t less than or similar to t(Lc)) Afterwards, an inte
rmediate regime (t(Lc) less than or similar to t less than or similar
to t(H)) can be shown to be modelled by a constant-flow-like similarit
y solution. For t greater than or equal to t(H) it is found that there
exists a location z(H) at which the interface height remains constant
at a value h(z(H), t) = H which can be shown to be well predicted. Co
mprehensive comparison is made between the analysis and measurements u
sing the constant height boundary condition. As time increases, it is
found that the constant height similarity solution describes the how o
ver a lengthening interval which extends from the origin to the invari
ant tip solution. For t much greater than t(H), the constant height so
lution describes the entire flow domain. A formulation applicable thro
ughout the container (not just in corners) is presented in the limit o
f long times.