Fluid Mechanics - GATE-CH Questions

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Flow Around Immersed Bodies

GATE-CH-1988-2-v-fm-1mark

1988-2-v-fm

For a fluidized bed, with the increase in expansion of the bed, up to solids carry over from the bed, the pressure drop across the bed

GATE-CH-1992-3-b-fm-2mark

1992-3-b-fm

A spherical particle is falling slowly in a viscous liquid such that Reynolds number is less than 1. Which statement is correct for this situation?

GATE-CH-1992-3-c-fm-2mark

1992-3-c-fm

As the velocity \(V\) and thus the Reynolds number of a flow past a sphere increases from very low values, the drag force for \(\text {Re} \ll 1\)

GATE-CH-1993-9-b-fm-2mark

1993-9-b-fm

In fluidization using perfect spherical particles the operating range of fluidization velocity is

GATE-CH-1995-1-e-fm-1mark

1995-1-e-fm

A particle attains its terminal settling velocity when


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GATE-CH-1995-2-i-fm-2mark

1995-2-i-fm

Hydraulic mean diameter for flow through packed bed of spherical particles of size \(D_p\) with porosity \(\epsilon \) is

GATE-CH-1995-2-l-fm-2mark

1995-2-l-fm

Bed pressure drop in an air fluidised bed of catalyst particles (\(\rho _p\) = 2000 kg/m\(^3\), \(D_p\) = 0.05 cm) of 60 cm bed depth and bed porosity of 0.5, expressed in cm of water (manometer) is

GATE-CH-1997-1-8-fm-1mark

1997-1-8-fm

In the low Reynolds number region, the drag force on a sphere is proportional to (where \(v\) is the terminal settling velocity of the sphere in a viscous medium)

GATE-CH-1997-2-6-fm-2mark

1997-2-6-fm

For laminar flow of a fluid through a packed bed of spheres of diameter \(D\), the pressure drop per unit length of bed depends upon the sphere diameter as

GATE-CH-2002-2-3-fm-2mark

2002-2-3-fm

The drag coefficient for a bacterium moving in water at 1 mm/s, will be of the following order of magnitude (assume size of the bacterium to be 1 micron and kinematic viscosity of water to be \(10^{-6}\) m2/s)


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GATE-CH-2004-55-fm-2mark

2004-55-fm

\(U_{\text {mf}}\) is the minimum fluidization velocity for a bed of particles. An increase in the superficial gas velocity from \(2U_{\text {mf}}\) to \(2.5U_{\text {mf}}\) results in (all velocities are smaller than the entrainment velocity of the particles) no change in

GATE-CH-2004-56-fm-2mark

2004-56-fm

The Kozeny-Carman equation, rewritten in terms of non-dimensional numbers, gives \((\Delta P/\rho v^2)\) proportional to

GATE-CH-2009-32-fm-2mark

2009-32-fm

The terminal settling velocity of a 6 mm diameter glass sphere (density: 2500 kg/m3) in a viscous Newtonian fluid (density: 1500 kg/m3) is 100 \(\mu \)m/s. If the particle Reynolds number is small and the value of acceleration due to gravity is 9.81 m/s2, then the viscosity of the liquid (in Pa.s) is

GATE-CH-2009-7-fm-1mark

2009-7-fm

Under fully turbulent flow conditions, the frictional pressure drop across a packed bed varies with the superficial velocity (\(v\)) of the fluid as

GATE-CH-2010-20-fm-1mark

2010-20-fm

The height of a fluidized bed at incipient fluidization is 0.075 m, and the corresponding voidage \(0.38\). If the voidage of the bed increases to \(0.5\), then the bed height would be


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GATE-CH-2011-15-fm-1mark

2011-15-fm

Consider the following two cases of movement of particles. In Case I, the particles moves along the positive \(y\)-direction and in Case II, the particles moves along negative \(y\)-direction. Gravity acts along the positive \(y\)-direction. Which ONE of the following options corresponds to the CORRECT directions of buoyancy acting on the particles?


GATE-CH-2015-34-fm-2mark

2015-34-fm

For Fanning friction factor \(f\) (for flow in pipes) and drag coefficient \(C_D\) (for flow over immersed bodies), which of the following statements are true?

GATE-CH-1990-2-iv-fm-2mark

1990-2-iv-fm

The pressure drop required for fluidizing a coal bed with a liquid petroleum fraction of viscosity 0.015 N.s/m\(^2\) is \(10^5\) N/m\(^2\). The pressure drop required for fluidizing the same bed with an oil of viscosity 0.03 N.s/m\(^2\) is ____________\(\times 10^5\) N/m\(^2\)

GATE-CH-1990-3-iv-fm-2mark

1990-3-iv-fm

To increase the capacity of a commercial packed bed adsorber, the volumetric flow rate of gas entering is increased by 20 percent. The ratio of pressure drops (new to old) is ____________

GATE-CH-2015-12-fm-1mark

2015-12-fm

A cylindrical packed bed of height 1 m is filled with equal sized spherical particles. The particles are nonporous and have a density of 1500 kg/m3. The void fraction of the bed is 0.45. The bed is fluidized using air (density 1 kg/m3). If the acceleration due to gravity is 9.8 m/s2, the pressure drop (in Pa) across the bed at incipient fluidization (up to one decimal place) is ____________


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GATE-CH-2017-11-fm-1mark

2017-11-fm

A gas bubble (gas density \(\rho _g = 2\) kg/m3; bubble diameter \(D=10^{-4}\) m) is rising vertically through water (density \(\rho =1000\) kg/m3; viscosity \(\mu =0.001\) Pa.s). Force balance on the bubble leads to the following equation, \[ \frac {dv}{dt} = -g\frac {\rho _g-\rho }{\rho _g}-\frac {18\mu }{\rho _g D^2}v \] where \(v\) is the velocity of the bubble at any given time \(t\). Assume that the volume of the rising bubble does not change. The value of \(g=9.81\) m/s 2.

The terminal rising velocity of the bubble (in cm/s), rounded to 2 decimal places, is ____________

GATE-CH-2003-53-54-fm-4mark

2003-53-54-fm

A bed of spherical particles (sp. gravity 2.5) of uniform size 1500 \(\mu \)m is 0.5 m in diameter and 0.5 m high. In the packed bed state, the porosity may be taken as 0.4. Ergun’s equation for the above particle-fluid system (in SI units) is given below \[ \Delta P/L = 375 \times 10^3 v_{om} + 10.94 \times 10^6 v_{om}^2 \quad \quad \text {(SI units)} \] (i) If water is to be used as the fluidizing medium, the minimum fluidization velocity, \(v_{om}\) is

{#1}

(ii) In actual operation, the above bed has a height = 1 m. What is the porosity of the fluidized bed?

{#2}

GATE-CH-2007-84-85-fm-4mark

2007-84-85-fm

A fluidized bed (0.5 m dia, 0.5 m high) of spherical particles (diameter = 2000 \(\mu \)m, specific gravity = 2.5) uses water as the medium. The porosity of the bed is 0.4. The Ergun equation for the system is \[ \Delta P/L = 4 \times 10^5 U_{mf} + 1 \times 10^7 U_{mf}^2 \] (SI unit, \(U_{mf}\) in m/s; \(g=9.8\) m/s2)

(i) \(\Delta P/L\) (SI unit) at the minimum fluidization condition is

{#1}

(ii) The minimum fluidization velocity (mm/s) is

{#2}

GATE-CH-2011-48-49-fm-4mark

2011-48-49-fm

For a liquid flowing through a packed bed, the pressure drop per unit length of bed \(\Delta P/L\) is \[ \frac {\Delta P}{L} = \frac {150\mu _f V_0(1-\varepsilon )^2}{(\phi _s\bar {d_p})^2 \varepsilon ^3} + \frac {1.75\rho _f v_0^2(1-\varepsilon )}{\phi _s\bar {d_p}\varepsilon ^3} \] where \(v_0\) is the superficial liquid velocity, \(\varepsilon \) is the bed porosity, \(\bar {d_p}\) is the average particle size, \(\phi _s\) is particle sphericity, \(\rho _f\) is liquid density and \(\mu _f\) is liquid viscosity.
Given data: \(\bar {d_p} = 1\times 10^{-3}\) m, \(\phi _s=0.8, \rho _f = 1000\) kg/m3, \(\mu _f=1\times 10^{-3}\) kg.m-1.s-1, particle density, \(\rho _p=2500\) kg/m3 and acceleration due to gravity, \(g=9.8\) m/s2.

(i) When \(v_0\) is 0.005 m/s and \(\varepsilon =0.5\), which ONE of the following is CORRECT value for the ratio of viscous loss to the kinetic energy loss?

{#1}

(ii) On further increasing \(v_0\), incipient fluidization is achieved. Assuming that the porosity of the bed remains unaltered, the pressure drop per unit length (in Pa/m) under incipient fluidization condition is

{#2}

GATE-CH-2002-2-4-fm-2mark

2002-2-4-fm

A gas (density = 1.5 kg/m3, viscosity = \(2\times 10^{-5}\) kg/m.s) flowing through a packed bed (particle size = 0.5 cm, porosity = 0.5) at a superficial velocity of 2 m/s causes a pressure drop of 8400 Pa/m. The pressure drop for another gas, with density of 1.5 kg/m3 and viscosity of \(3\times 10^{-5}\) kg/m.s, flowing at 3 m/s will be


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GATE-CH-2006-39-fm-2mark

2006-39-fm

A bed fluidized by water is used for cleaning sand contaminated with salt. The particles of sand and salt have the same shape and size but different densities (\(\rho _{\text {sand}} = 2500\) kg/m3 and \(\rho _{\text {salt}} = 2000\) kg/m3). If the initial volume fraction of the salt in the mixture is 0.3 and if the value of the minimum fluidization velocity (\(U_{\text {mf}}\)) is 0.9 m/s, find the final value of the \(U_{\text {mf}}\) (in m/s) when the sand is washed free of the salt. Assume that the bed characteristics (bed porosity and solid surface area per unit volume) do not change during the operation and that the pressure drop per unit length is directly proportional to the fluid velocity.

GATE-CH-2006-40-fm-2mark

2006-40-fm

Two spherical particles have the same outer diameter but are made of different materials. The first one (with material density \(\rho _1\)) is solid, whereas the second (with material density \(\rho _2\)) is a hollow sphere with the inner shell diameter equal to half the outer diameter. If both the spheres have the same terminal velocity in any fluid, then the ratio of their material densities, \(\rho _2/\rho _1\), is

GATE-CH-2010-35-fm-2mark

2010-35-fm

The diameter of a drop of liquid fuel changes with time, due to combustion, according to the relationship, \(\displaystyle D=D_o\left (1-\frac {t}{t_b}\right )\). While burning, the drop falls at its terminal velocity under Stokes flow regime. The distance it will travel before complete combustion, is given by

GATE-CH-2012-32-fm-2mark

2012-32-fm

A bed of spherical glass beads (density 3000 kg/m3, diameter 1 mm, bed porosity 0.5) is to be fluidized by a liquid of density 1000 kg/m3 and viscosity 0.1 Pa.s. Assume that the Reynolds number based on particle diameter is very small compared to one. If \(g=10\) m/s2, then the minimum velocity (in m/s) required to fluidize the bed is

GATE-XE-2012-B-15-fm-2mark

XE-2012-B-15-fm

Air flows over a spherical storage vessel of diameter 4 m at a speed of 1 m/s. To find the drag force on the vessel, a test run is to be carried out in water using a sphere of diameter 100 mm. The density and dynamic viscosity of air are 1.2 kg/m3 and \(1.8\times 10^{-5}\) Pa.s, respectively. The density and dynamic viscosity of water are 1000 kg/m3 and \(10^{-3}\) Pa.s, respectively. The drag force on the model is 4 N under dynamically similar conditions. The drag force (in N) on the prototype is approximately


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GATE-CH-1994-13-fm-5mark

1994-13-fm

A tube of 0.05 m\(^2\) cross-sectional area is packed with spherical particles up to a height of 0.25 m. The porosity of the bed is 0.35. It is desired to fluidize the particles with water (\(\rho \) = 1000 kg/m\(^3\), \(\mu \) = 10\(^{-3}\) Pa.s). Calculate the minimum fluidization velocity (in cm/s) of fluidization given the Ergun’s equation: \[ \frac {\Delta P}{\rho } = \frac {1.75v^2 L(1-\varepsilon )}{D_p \varepsilon ^3} + \frac {150 \mu v (1-\varepsilon )^2}{D_p^2 \varepsilon ^3}\frac {L}{\rho } \] Data:
Diameter of particles = 0.01 m; Density of solid particles = 2600 kg/m\(^3\).
____________

GATE-CH-1995-18-fm-5mark

1995-18-fm

Air flows through a packed bed of a powdery material of 1 cm depth at a superficial gas velocity of 1 cm/s. A manometer connected to the unit registers a pressure drop of 1 cm of water. The bed has a porosity of 0.4. Assuming that Kozeny-Carman equation is valid for the range of study, estimate the particle size of the powder (in mm).
\(\rho _{\text {air}}\) = 1.23 kg/m\(^3\); \(\mu _{\text {air}} = 1.8 \times 10^{-5}\) kg/(m.s).
____________

GATE-CH-1996-13-fm-5mark

1996-13-fm

Water trickles by gravity over a bed of particles, each 1 mm dia in a bed of dia 6 cm and height 2 m. The water is fed from a reservoir whose diameter is much larger than that of the packed bed, with water maintained at a height of 0.1 m above the top of the bed. The bed has a porosity of 0.31. Calculate the volumetric flow rate (in cm\(^3\)/s) of water if its viscosity is 1.0 cP and density is 1000 kg/m\(^3\).
____________

GATE-CH-2015-37-fm-2mark

2015-37-fm

A spherical solid particle of 1 mm diameter is falling with a downward velocity of 1.7 mm/s through a liquid (viscosity 0.04 Pa.s) at a low Reynolds number (Stokes regime). The liquid is flowing upward at a velocity of 1 mm/s. All velocities are with respect to a stationary reference frame.


Neglecting the wall effects, the drag force per unit projected area of the particle, in Pa, (up to two decimal places) is ____________

GATE-CH-2016-37-fm-2mark

2016-37-fm

Consider a rigid solid sphere falling with a constant velocity in a fluid. The following data are known at the conditions of interest: viscosity of the fluid = 0.1 Pa.s, acceleration due to gravity = 10 m/s2, density of the particle = 1180 kg/m 3 and density of the fluid = 1000 kg/m3. The diameter (in mm, rounded off to the second decimal place) of the largest sphere that settles in the Stokes’ law regime (Reynolds number \(\le 0.1\)), is ____________


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Last Modified on: 02-May-2024

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