A liquid flows under steady and incompressible flow conditions from station 1 to station 4 through pipe sections P, Q, R, and S as shown in the figure. Consider, \( d \), \( V \), and \( h \) represent the diameter, velocity, and head loss, respectively, in each pipe section with subscripts ‘P’, ‘Q’, ‘R’, and ‘S’. \( \Delta h \) represents the head difference between the inlet (station 1) and outlet (station 4). All the pipe sections are placed on the same horizontal plane for which the figure shows the top view.
(Insert diagram here, if possible)
In steady incompressible flow, the head loss across each section is a result of factors like friction, changes in velocity, and other physical conditions. According to the energy equation for each section, we can write:
- Head Loss Equation: The total head difference between station 1 and station 4 is the sum of the head losses across each section. Therefore, the total head loss \( \Delta h \) is the sum of \( h_p \), \( h_q \), and \( h_r \), and it can be expressed as: \[ \Delta h = h_p + h_q + h_r \] - Velocity and Diameter Relationship: Since the flow is steady, the flow rate \( Q \) is constant throughout the system. For each section, we can express the flow rate as: \[ Q = V \cdot A = V \cdot \left( \frac{\pi d^2}{4} \right) \] Therefore, for steady incompressible flow, the relationship between the velocity and diameter for each section is: \[ V_p d_p^2 = V_q d_q^2 = V_r d_r^2 = V_s d_s^2 \] This ensures that the volumetric flow rate is conserved at each section of the pipe. Thus, the correct option is: \[ \Delta h = h_p + h_q + h_r {and} V_p d_p^2 = V_q d_q^2 = V_r d_r^2 = V_s d_s^2 \]
A fixed control volume has four one-dimensional boundary sections (1, 2, 3, and 4). For a steady flow inside the control volume, the flow properties at each section are tabulated below:
The rate of change of energy of the system which occupies the control volume at this instant is \( E \times 10^6 \, {J/s} \). The value of \( E \) (rounded off to 2 decimal places) is ........
Figure shows the steady and incompressible flow of a fluid in the direction of the arrow from section A to section D. Three pipe connectors are to be placed between sections at A and D having Total Energy Line (TEL) and Hydraulic Grade Line (HGL) as depicted in the figure. Consider, \( g \), \( P \), \( Q \), \( V \), \( \gamma \), and \( Z \) denote gravitational acceleration, pressure, volume flow rate, velocity, specific weight, and elevation of the centerline of the pipe connectors from the datum, respectively. Which one of the following options, in sequence, indicates the correct nature of connectors between sections A and B, B and C, and C and D in the direction of flow?
Group-I shows different two-dimensional bodies and Group-II mentions their total drag coefficient \( C_d \) based on frontal area while facing parallel flow of fluid having Reynolds number \( Re \geq 10^4 \) along the direction of the arrow. The bodies are placed symmetrically with respect to the flow direction. Which one of the following options identifies the correct match between Group-I and Group-II, as per the concept of degree of streamlining?
In the figures given below, L and H indicate low and high pressure centers, respectively; PGF, CoF and CeF indicate Pressure Gradient Force, Coriolis Force and Centrifugal Force, respectively; \( V \) is Velocity. [The arrows indicate only the directions but not the magnitudes of the forces and velocity.]
Which of the following is/are the correct representation(s) of the directions of various forces and velocity in the gradient wind balance in the northern hemisphere?
Which of the following is the correct form of the mass divergence form of the continuity equation for a compressible fluid? [In the given equations, \( \rho \) is the density and \( \nabla \) the three-dimensional velocity vector of the fluid.]
[(i)] $\displaystyle \frac{\partial \rho}{\partial t} + \nabla \times (\rho \mathbf{v}) = 0$
[(ii)] $\displaystyle \frac{\partial \rho}{\partial t} + \nabla \cdot (\rho \mathbf{v}) = 0$
[(iii)] $\displaystyle \frac{\partial \mathbf{v}}{\partial t} + \rho \cdot \nabla \mathbf{v} = 0$
[(iv)] $\displaystyle \frac{\partial \rho}{\partial t} + \mathbf{v} \cdot \nabla \rho = 0$
The vertical (depth) profiles for three parameters P1, P2, and P3 in the northern Indian Ocean are given in the figure below. The values along the x-axis are the normalized values of the parameters and y-axis is the depth (m).
Identify the parameters P1, P2, and P3 from the options given below.