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Recent questions in Fluid Mechanics
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GATE2014-1-42
A venturimeter, having a diameter of $7.5$ cm at the throat an $15$ cm at the enlarged end, is installed in a horizontal pipeline of $15$ cm diameter. The pipe carries an...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
water-resources-engineering
flow-in-pipes
steady-rate
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–
0
0 votes
0
0 answers
GATE2014-1-41
A horizontal jet of water with its cross-sectional area of $0.0028 \: m^2$ hits a fixed vertical plate with a velocity of $5$ m/s. After impact, the jet splits symmetrica...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
fluid-mechanics
force-impact
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–
0
0 votes
0
0 answers
GATE2014-1-44
Three rigid buckets, shown as in the figures $(1)$, $(2)$, and $(3)$, are of identical heights and base areas. Further, assume that each of these buckets have negligible ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
weights-of-water
force-of-water
fluid-mechanics
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–
0
0 votes
0
0 answers
GATE2014-1-45
An incompressible fluid is flowing at a steady rate in a horizontal pipe. From a section, the pipe divides into two horizontal parallel pipes of diameters $d_1$ and $d_2$...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
flow-in-pipes
water-resources-engineering
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–
0
0 votes
0
0 answers
GATE2014-1-20
The dimension for kinematic viscosity is$\dfrac{L}{MT} \\$$\dfrac{L}{T^2} \\$$\dfrac{L^2}{T} \\$$\dfrac{ML}{T}$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
water-resources-engineering
fluid-mechanics
kinematic-viscosity
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–
0
0 votes
0
0 answers
GATE2014-1-17
An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large and small diameters as $15$ cm and $5$ cm, respectively. If the velo...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-1
numerical-answers
fluid-mechanics
fluid-statics
water-resources-engineering
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–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 18
For a two dimensional flow field, the stream function $\psi$ is given as $\psi = \dfrac{3}{2}(y^2-x^2)$. The magnitude of discharge occurring between the stream lines pas...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2013-ce
water-resources-engineering
fluid-mechanics
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 17
Group-I contains dimensionless parameters and Group-II contains the ratios.$\begin{array}{ll} \text{Group I} & \text{Group II} \\ \text{P. Mach Number} & \text{1. Ratio o...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2013-ce
water-resources-engineering
system-of-forces
fluid-mechanics
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 18
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe “R” is$3$$4$$5$$6$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Fluid Mechanics
gate2012-ce
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
0 votes
1
1 answer
GATE2018 CE-2: 49
A flocculation tank contain $1800 \: m^3$ of water, which is mixed using paddles at an average velocity gradient $G$ of $100/s$. The water temperature and the correspondi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
water-resources-engineering
fluid-mechanics
dynamic-viscocity
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–
0
0 votes
1
1 answer
GATE2018 CE-2: 48
A rough pipe of $0.5$ m diameter, $300$ m length and roughness height of $0.25$ mm, carries water (kinematic viscosity $= 0.9 \times 10^{-6} \: m^2/s$) with velocity of $...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
fluid-mechanics
water-resources-engineering
laminar-flow
flow-in-pipes
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 46
A three-fluid system (immiscible) is connected to a vacuum pump. The specific gravity values of the fluids ($S_1, \: S_2$) are given in the figure.The gauge pressure valu...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-2
numerical-answers
fluid-mechanics
water-resources-engineering
gauge-pressure
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 32
A closed tank contains $0.5$ m thick layer of mercury (specific gravity $=13.6$) at the bottom. A $2.0$ m thick layer of water lies above the mercury layer. A $3.0$ m thi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
water-resources-engineering
fluid-mechanics
boundary-layer-and-its-growth
+
–
0
0 votes
0
0 answers
GATE2018 CE-1: 12
Bernoulli's equation is applicable forviscous and compressible fluid flowinviscid and compressible fluid flowinviscid and incompressible fluid flowviscous and incompressi...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
fluid-mechanics
water-resources-engineering
bernoulli's-equation
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 17
A flow field is given by $u=y^2, \: v=-xy, \: w=0$. Value of the z-component of the angular velocity (in radians per unit time, up to two decimal places) at the point $(0...
gatecse
615
points
asked
Feb 17, 2018
Fluid Mechanics
gate2018-ce-1
numerical-answers
water-resources-engineering
fluid-mechanics
flow-in-pipes
+
–
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