The capillary rise ($h$) is calculated using the formula:
\[h = \frac{4 T_s}{\gamma_w \cdot d}\]
where:
$T_s = 72.8 \times 10^{-6} \, \text{kN/m}$ (surface tension),
$\gamma_w = 9.79 \, \text{kN/m}^3$ (unit weight of water),
$d = 0.1 \, \text{mm} = 0.0001 \, \text{m}$ (diameter of the tube).
Substitute the values:
\[h = \frac{4 \cdot 72.8 \times 10^{-6}}{9.79 \cdot 0.0001} = \frac{291.2 \times 10^{-6}}{0.000979} \approx 0.2974 \, \text{m}\]
Match List-I with List-II\[ \begin{array}{|c|c|} \hline \textbf{Type of fluids} & \textbf{Relationship between shear stress and velocity gradient} \\ \hline (A) \text{Newtonian fluid} & (III) \text{Linear} \\ (B) \text{Non-Newtonian fluid} & (IV) \text{Non-linear} \\ (C) \text{Ideal Fluid} & (I) \text{Zero velocity gradient} \\ (D) \text{Ideal Plastic} & (II) \text{With definite yield stress and linear relationship} \\ \hline \end{array} \]