For equal internal and external pressures, zero axial strain rate and positive surface tension, annular viscous extension gives constant and thickness . Since , the central hole closes atThe formula holds until closure and requires a genuine initial annulus; the subsequent topology has no inner cylindrical interface.
Past exam of the mathematics course of the University of Cambridge 2017 iii Paper 329 2 c Solution Created 2026-10-03 Updated 2026-10-06
Use , , , and . Locally replace in the preceding annular viscous extension calculation by . Its leading pressure isThe axial liquid stress relative to ambient pressure, together with the two circumferential surface tension forces, transmits a cut forceIt would be incorrect simply to differentiate this and retain an extra gas-pressure term. The sloping inner gas interface also exerts an axial pressure force per unit height, after subtracting the common ambient pressure contribution. For constant gas pressures these terms cancel. The resulting capillary tensile force of a hollow slender thread therefore givesThus the printed axial equation holds even for unequal constant gas pressures; their influence remains in the radial evolution.
For equal pressures, the kinematic boundary condition from the previous calculation becomes . Multiplying by the appropriate integrating factor givesAt closure , so and . HenceThe right side is positive for a genuine annulus. On the gravity-driven quadratic family from the previous part, grows linearly with height and this integral diverges logarithmically. It must then reach the finite positive threshold at a finite height. This explains the expected capillary closure of a falling hollow thread on that freely falling branch without requiring its full coupled profile.
There is a real boundary-data limitation to that expectation. Neither the printed nozzle speed nor the local equations alone guarantee finite closure for every imposed nozzle tension. To see this within the same leading model, define , so . For equal pressures and , both radii decrease and . Ifthen a bootstrap gives and : the maximum accumulated weight is smaller than the assumed tension margin. Consequently the closure integral, including its prefactor, is at most . If this is smaller than , closure never occurs at finite height. For example, in consistent units choose , , , , . Then , the weight bound is , and . Small makes the initial geometry slender. Thus finite closure is the expected freely falling branch behaviour, not a theorem following from nozzle speed alone. If there is no capillary closure by this mechanism.