1
GATE ME 2016 Set 1
MCQ (Single Correct Answer)
+1
-0.3
For a floating body, buoyant force acts at the
A
centroid of the floating body
B
center of gravity of the body
C
centroid of the fluid vertically below the body
D
centroid of the displaced fluid
2
GATE ME 2016 Set 1
Numerical
+2
-0
An inverted U-tube manometer is used to measure the pressure difference between two pipes $$A$$ and $$B,$$ as shown in the figure. Pipe $$A$$ is carrying oil (specific gravity $$= 0.8$$) and pipe $$B$$ is carrying water. The densities of air and water are $$1.16\,\,kg/{m^3}$$ and $$1000\,\,kg/{m^3},$$, respectively. The pressure difference between pipes $$A$$ and $$B$$ is _______________$$kPa.$$

$$Acceleration$$ $$due$$ $$to$$ $$gravity$$ $$g = 10\,m/{s^2}$$

GATE ME 2016 Set 1 Fluid Mechanics - Fluid Statics Question 9 English
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3
GATE ME 2016 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The instantaneous stream-wise velocity of a turbulent flow is given as follows: $$$u\left( {x,y,z,t} \right) = \overline u \left( {x,y,z} \right) + \mu '\left( {x,y,z,t} \right)$$$

The time - average of the fluctuating velocity $$u'(x,y,z,t)$$

A
$$u'/2$$
B
$$ - {{\overline u } \over 2}$$
C
zero
D
$${{\overline u } \over 2}$$
4
GATE ME 2016 Set 1
Numerical
+2
-0
A steady laminar boundary layer is formed over a flat plate as shown in the figure. The free stream velocity of the fluid is $${U_0}.$$ The velocity profile at the inlet $$a$$-$$b$$ is uniform, while that at a downstream location $$c$$-$$d$$ is
given by $$u = {U_0}\left[ {2\left( {{y \over \delta }} \right) - {{\left( {{y \over \delta }} \right)}^2}} \right]$$ GATE ME 2016 Set 1 Fluid Mechanics - Boundary Layer Question 7 English

The ratio of the mass flow rate, $$\mathop {m{}_{bd}}\limits^ \bullet ,$$ leaving through the horizontal section $$b$$-$$d$$ to that entering through the vertical section $$a$$-$$b$$ is

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