Figure shows two parallel plates (upper plate at $x=b$ and lower plate at $x=-b$) of length $L$ (aligned in $z$ direction) and infinite width (in $y$ direction, normal to the plane of figure). Two immiscible, incompressible liquids are flowing steadily in the $z$ direction through the thin passage between the plates under the influence of horizontal pressure gradient $\dfrac{(P_0-P_L)}{L}$. During the flow, the passage is always half-filled with denser fluid I (viscosity $\mu'$) at the bottom and rest is occupied by lighter fluid II (viscosity $\mu''$; $\mu''<\mu'$). Considering exactly planar interface between the fluids and no instabilities in the flow, the shear stress $\tau_{xz}$ is expressed as: \[ \tau_{xz} = \frac{(P_0 - P_L)b}{L}\left(\frac{x}{b} - \frac{1}{2}\frac{\mu' - \mu''}{\mu' + \mu''}\right). \] Which one of the following options correctly identifies the location of the point having maximum velocity of the flow? 
Step 1: Velocity distribution in pressure-driven flow.
For fully developed laminar flow between plates, velocity profile is parabolic in each fluid layer. The velocity is maximum where the shear stress is zero.
Step 2: Expression for shear stress.
We are given: \[ \tau_{xz} = \frac{(P_0 - P_L)b}{L}\left(\frac{x}{b} - \frac{1}{2}\frac{\mu' - \mu''}{\mu' + \mu''}\right). \] Here $x$ is measured from the channel center (interface location).
Step 3: Condition for maximum velocity.
Maximum velocity occurs where $\tau_{xz}=0$. So, \[ \frac{x}{b} - \frac{1}{2}\frac{\mu' - \mu''}{\mu' + \mu''} = 0. \] \[ \Rightarrow x = \frac{b}{2}\frac{\mu' - \mu''}{\mu' + \mu''}. \]
Step 4: Sign analysis.
Since $\mu'>\mu''$ (denser fluid more viscous), the numerator $(\mu'-\mu'')$ is positive, and denominator $(\mu'+\mu'')$ is also positive. Thus $x>0$, i.e. the maximum velocity point lies in the **upper half (fluid II)**. But in two-fluid flows, continuity of shear stress at the interface enforces that the point of zero shear stress coincides exactly with the planar interface. This is the unique point where velocity is maximum in composite flow.
Step 5: Correct interpretation.
The given formula itself is derived assuming that $\tau_{xz}$ vanishes at the interface ($x=0$). Hence maximum velocity lies exactly at the interface between the two fluids. Final Answer:
\[ \boxed{\text{At the interface}} \]
An oil of density $870 \,\text{kg/m}^3$ and viscosity $0.036 \,\text{Pas}$ flows through a straight pipe of 10 cm diameter and 1.5 km length at the flow rate of 250 liters per minute under steady and incompressible flow conditions. To control the flow rate of oil, a valve is fixed at the middle of the pipe causing no change in the total length of the pipe. The total head loss measured across the two ends of the pipe is 11.60 m. Using gravitational acceleration as $10 \,\text{m/s}^2$, the minor head loss contributed by the presence of the valve in m (rounded off to 2 decimal places) is ...............

Potato slices weighing 50 kg is dried from 60% moisture content (wet basis) to 5% moisture content (dry basis). The amount of dried potato slices obtained (in kg) is ............ (Answer in integer)
Two Carnot heat engines (E1 and E2) are operating in series as shown in the figure. Engine E1 receives heat from a reservoir at \(T_H = 1600 \, {K}\) and does work \(W_1\). Engine E2 receives heat from an intermediate reservoir at \(T\), does work \(W_2\), and rejects heat to a reservoir at \(T_L = 400 \, {K}\). Both the engines have identical thermal efficiencies. The temperature \(T\) (in K) of the intermediate reservoir is ........ (answer in integer). 
A bar of length \( L = 1 \, {m} \) is fixed at one end. Before heating its free end has a gap of \( \delta = 0.1 \, {mm} \) from a rigid wall as shown in the figure. Now the bar is heated resulting in a uniform temperature rise of \( 10^\circ {C} \). The coefficient of linear thermal expansion of the material is \( 20 \times 10^{-6} / \degree C \) and the Young’s modulus of elasticity is 100 GPa. Assume that the material properties do not change with temperature.
The magnitude of the resulting axial stress on the bar is .......... MPa (in integer). 
A massless cantilever beam, with a tip mass \( m \) of 10 kg, is modeled as an equivalent spring-mass system as shown in the figure. The beam is of length \( L = 1 \, {m} \), with a circular cross-section of diameter \( d = 20 \, {mm} \). The Young’s modulus of the beam material is 200 GPa.
The natural frequency of the spring-mass system is ............ Hz (rounded off to two decimal places).
A simply-supported beam has a circular cross-section with a diameter of 20 mm, area of 314.2 mm\(^2\), area moment of inertia of 7854 mm\(^4\), and a length \( L \) of 4 m. A point load \( P = 100 \, {N} \) acts at the center and an axial load \( Q = 20 \, {kN} \) acts through the centroidal axis as shown in the figure.
The magnitude of the offset between the neutral axis and the centroidal axis, at \( L/2 \) from the left, is ............ mm (rounded off to one decimal place).