The absolute pressure is calculated as:
\[P_{\text{abs}} = P_{\text{gauge}} + P_{\text{atm}} + \rho g h\]
where:
$P_{\text{gauge}} = 0.4 \, \text{bar} = 0.4 \times 10^5 \, \text{Pa}$,
$P_{\text{atm}} = 1 \times 10^5 \, \text{Pa}$,
$\rho = 900 \, \text{kg/m}^3$,
$g = 9.81 \, \text{m/s}^2$,
$h = 50 \, \text{m}$.
Substitute the values:
\[P_{\text{abs}} = (0.4 \times 10^5) + (1 \times 10^5) + (900 \times 9.81 \times 50).\]
\[P_{\text{abs}} = 0.4 \times 10^5 + 1 \times 10^5 + 4.4145 \times 10^5 = 5.8145 \times 10^5 \, \text{Pa}.\]
Convert to bar:
\[P_{\text{abs}} = 5.8145 \, \text{bar}.\]
Match List-I with List-II\[ \begin{array}{|c|c|} \hline \textbf{Type of fluids} & \textbf{Relationship between shear stress and velocity gradient} \\ \hline (A) \text{Newtonian fluid} & (III) \text{Linear} \\ (B) \text{Non-Newtonian fluid} & (IV) \text{Non-linear} \\ (C) \text{Ideal Fluid} & (I) \text{Zero velocity gradient} \\ (D) \text{Ideal Plastic} & (II) \text{With definite yield stress and linear relationship} \\ \hline \end{array} \]