1
GATE PI 2009
MCQ (Single Correct Answer)
+2
-0.6
The solution of the differential equation $${{{d^2}y} \over {d{x^2}}} = 0$$ with boundary conditions
(i) $${{dy} \over {dx}} = 1$$ at $$x=0$$
(ii) $${{dy} \over {dx}} = 1$$ at $$x=1$$
A
$$y=1$$
B
$$y=x$$
C
$$y=x+c$$ where $$c$$ is an arbitrary constant.
D
$$\,y = {C_1}x + {C_2}$$ where $${C_1},\,{C_2}$$ are arbitrary constants
2
GATE PI 2009
MCQ (Single Correct Answer)
+1
-0.3
During the numerical solution of a first order differential equation using the Euler (also known as Euler Cauchy) method with step size $$h,$$ the local truncation error is of the order of
A
$${h^2}$$
B
$${h^3}$$
C
$${h^4}$$
D
$${h^5}$$
3
GATE PI 2009
MCQ (Single Correct Answer)
+2
-0.6
Consider steady flow of water in a situation where two pipe lines (pipe $$1$$ and pipe $$2$$) combine into a single pipe line $$(pipe-3)$$ as shown in the figure. The cross-sectional areas of all three pipelines are constant. The following data is given : GATE PI 2009 Fluid Mechanics - Fluid Kinematics Question 1 English

Assuming the water properties and the velocities to be uniform across the cross section of the inlets and the outlet, the exit velocity (in $$m/s$$) in pipe $$3$$ is

A
$$1$$
B
$$1.5$$
C
$$2$$
D
$$2.5$$
4
GATE PI 2009
MCQ (Single Correct Answer)
+2
-0.6
The pressure drop for laminar flow of a liquid in a smooth pipe at normal temperature and pressure is
A
directly proportional to density
B
inversely proportional to density
C
independent of density
D
proportional to (density)$$\,{}^{0.75}$$
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