Incompressible water flows through a horizontal pipe at a rate of 0.01m³. The pipe consists of two sections of diameters 0.1 m and 0.05 m with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer and sealed with oil. Neglecting frictional effects, determine the differential height of mercury (h) between the two pipe sections. kg m3 Poil Pwater 1000- kg m3 800- kg Pmercury = 13500- m³; X₁ = 0.1m; X₂ = 0.03m m g=9.8- S² Oil 0.1 m X1 0.05 m Figure 1 h X2 Mercury

Elements Of Electromagnetics
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Publisher:Sadiku, Matthew N. O.
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Incompressible
water flows through
a horizontal pipe at a rate of 0.01m³.
The pipe consists of two sections of
diameters 0.1 m and 0.05 m with a
smooth reducing section. The
pressure difference between the two
pipe sections is measured by a
mercury manometer and sealed with
oil. Neglecting frictional effects,
determine the differential height of
mercury (h) between the two pipe
sections.
Pwater 1000-
=
kg
m3 Poil = 800.
kg
Pmercury = 13500
m
X₁ = 0.1m; X₂ = 0.03m
m
g=9.8-
s²
kg
m3;
Oil
0.1 m
X1
0.05 m
Figure 1
h
X2
Mercury
Transcribed Image Text:Incompressible water flows through a horizontal pipe at a rate of 0.01m³. The pipe consists of two sections of diameters 0.1 m and 0.05 m with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer and sealed with oil. Neglecting frictional effects, determine the differential height of mercury (h) between the two pipe sections. Pwater 1000- = kg m3 Poil = 800. kg Pmercury = 13500 m X₁ = 0.1m; X₂ = 0.03m m g=9.8- s² kg m3; Oil 0.1 m X1 0.05 m Figure 1 h X2 Mercury
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