Shown in the figure, Fluid 1 is flowing in a horizontal tube and a U-tube manometer containing Fluid 2 is connected to point 1 and 2. The specific weights for Fluid 1 and 2 are y, and 7₂. respectively. If the specific weight are y=8.00 kN/m³, y₂=10.00 kN/m³, and h1=0.10 m, h2=0.20 m, calculate the pressure difference between the two points, P₁-P2- (kPa) →V Fluid1 Fluid2 h1 h2
Shown in the figure, Fluid 1 is flowing in a horizontal tube and a U-tube manometer containing Fluid 2 is connected to point 1 and 2. The specific weights for Fluid 1 and 2 are y, and 7₂. respectively. If the specific weight are y=8.00 kN/m³, y₂=10.00 kN/m³, and h1=0.10 m, h2=0.20 m, calculate the pressure difference between the two points, P₁-P2- (kPa) →V Fluid1 Fluid2 h1 h2
Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Shown in the figure, Fluid 1 is flowing in a horizontal tube and a U-tube manometer containing Fluid 2 is connected to point 1 and 2. The specific weights for Fluid 1 and 2 are and , respectively.
If the specific weight are =8.00 kN/m3, =10.00 kN/m3, and h1=0.10 m, h2=0.20 m, calculate the pressure difference between the two points, p1-p2=_________(kPa)

Transcribed Image Text:QUESTION 17
and Y
(kPa)
Shown in the figure, Fluid 1 is flowing in a horizontal tube and a U-tube manometer containing Fluid 2 is connected to point 1 and 2. The specific weights for Fluid 1 and 2 are 7₁
=10.00 kN/m³, and h1=0.10 m, h2=0.20 m, calculate the pressure difference between the two points. P1-P2
If the specific weight are y ₁
→ V Fluid1
= 8.00 kN/m³.7₂=1
Fluid2
2
h1
h2
respectively.
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