Fluid Mechanics Conceptual Questions 2

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23 Terms

1
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Write an equation that relates absolute pressure to gage pressure

Pabs = Pgage + Patm

(absolute pressure = gage pressure + atmospheric pressure)

2
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Write down Pascal's Law.

P=F​/A

Pressure is the same in all directions in a fluid. It equals force divided by area.

3
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Define an inviscid fluid.

A fluid with no viscosity (no internal friction).

4
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How does density change with temperature for liquids?

As temperature increases, density decreases.

5
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In solids, shear stress is proportional to ...

shear strain

6
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In fluids, shear stress is proportional to ...

the rate of shear strain

7
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What fundamental law is the basis of the energy equation?

The First Law of Thermodynamics (Conservation of Energy)

8
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What fundamental law is the basis of the Euler Equations?

Newton’s Second Law (ΣF = ma)

9
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What equation is obtained by integrating a Euler equation along a streamlines?

The Bernoulli Equation

10
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Does Bernoulli equation assume inviscid form?

Yes, meaning there are no viscous forces like friction

11
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Write down the part of the momentum equation representing “local change” for a fluid with a density ρ and a velocity v in a control volume CV with a control surface CS and a unit normal vector n. (Use arrows over variables names to denote vectors.)

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12
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Write down the part of the momentum equation representing “convective change” for a fluid with a density ρ and a velocity v in a control volume CV with a control surface CS and a unit normal vector n. (Use arrows over variables names to denote vectors.)

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13
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Write down a simplified form of the momentum equation (without any integrals) that applies to a steady, incompressible flow through a fixed (not moving) control volume with a single inflow section with an average velocity vin, a single outflow section with an average velocity v_out, a discharge Q, and a density ρ. (Use arrows over variables names to denote vectors.)

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14
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Write down a mass conservation equation for a fluid with density and velocity v in control volume CV with a control surface CS and unit outward normal vector n, (Use arrows over variable names to denote vectors)

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15
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Write down a simplified (no integrals) volume conservation equation for a cylindrical tank of diameter D filled to a depth y that is being filled by a constant discharge Q. The tank has no outflow.

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16
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When cross-sectional Area (A) decreases

speed (V) increases

17
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Bernoulli’s Principle

Pressure is high when speed is low and vice versa

18
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When height (h) increases

Pressure (P) decreases

Pressure is lower at higher elevation

19
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When velocity (V) increases

Pressure (P) decreases

20
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EGL (Energy Grade Line)

represents the total head height

21
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HGL (Hydraulic Grade Line)

represents the sum of elevation and static pressure heads

22
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HGL declines more rapidly than EGL

True! because some of the potential energy of the liquid is converted into kinetic energy

23
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Pumps boost mechanical energy (through increase in pressure) so EGL and HGL rise

True