Derive an expression for the change in height h in a circular tube of a liquid with surface tension Υ and contact angle θ , as in Fig. E1.8.
Derive an expression for the change in height h in a circular tube of a liquid with surface tension Υ and contact angle θ , as in Fig. E1.8.
The vertical component of the ring surface-tension force at the interface in the tube must
balance the weight of the column of fluid of height h:
2 \pi R\Upsilon \cos \theta =\gamma \pi R^2 h
Solving for h, we have the desired result:
h=\frac{2\Upsilon \cos \theta }{\gamma R}
Thus the capillary height increases inversely with tube radius R and is positive if \theta \lt 90° (wetting liquid) and negative (capillary depression) if \theta \gt 90° Suppose that R = 1 mm. Then the capillary rise for a water–air–glass interface, \theta \approx 0° , \Upsilon =0.073 N/m and \rho =1000 kg/m^3 is
h=\frac{2(0.073 N/m)(\cos 0°)}{(1000 kg/m^3)(9.81 m/s^2)(0.001 m)} =0.015(N.s^2)/kg=0.015m=1.5cm
For a mercury–air–glass interface, with \theta =130° ,\Upsilon =0.48N/m and \rho =13.600 kg/m^3 the capillary rise is
h=\frac{2(0.48)(\cos 130°)}{13,600(9.81)(0.001)} =-0.0046m =-0.46 cm
When a small-diameter tube is used to make pressure measurements (Chap. 2), these capillary effects must be corrected for.