Modular In BQ, HF, NC, 2phase Flashcards

1
Q

A special case of the general energy equation that is probably the most widely used tool for solving

A

Bernoulli’s Equation

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2
Q

It provides an easy way to relate the elevation head, velocity head, pressure head

A

Bernoulli’s equation

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3
Q

It is possible to modify bernoulli’s equation in a manner that accounts for ____ and _____

A

Headloss and Pumpwork/pumphead

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4
Q

Bernoulli’s Equation results from the application of the general energy equatin and first law of thermodynamics to a steady flow system in which:

A

No work is done on or by the fluid
No heat transfered from or to the fluid
No change occurs in the internal energy ( ex change in temperature change) of the fluid

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5
Q

Used by engineers in reference to pressure. It is reference to the height, typically in feet, of a column of water that a given pressure will support.

A

Head

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6
Q

Thus, bernoulli’s equation states that the total head of the fluid is ___

A

Constant

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7
Q

Restrictions on the simplified Bernoulli’s Equation

A

No fluid friction ( head losses )
No work on or by the fluid ( pump work or pump head)

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8
Q

___ due to friction (Hf) represents the energy used in overcoming friction caused by the walls of the pipe

A

Head Loss

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9
Q

Is a flow measuring device that consists of a gradual construction followed by a gradual expansion

A

Venturi

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10
Q

T or F. The flow velocity at the throat of the venturi and the volumetric flow rate are directly proportional to the square root of the differential pressure.

A

True

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11
Q
  1. Correction Factor to solve the actual velocity and actual volumetric flow rate
  2. Account for friction losses and equals 0.98 for most venturi’s
A

Venturi factor

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12
Q

Fluid situations must applied Bernoulli’s Equaiton:

A
  1. Incompresible, steady flow with no internal friction
  2. Incompresible flow with internal friction
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13
Q

Measure of the reduction in the total head ( sum of elevation head, velocity head and pressure head ) of the fluid as it moves through a fluid system

A

Head Loss

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14
Q

T or F. Head loss is unavoidable in ideal fluids

A

F, Beacuse head loss is unavoidable in real fluids

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15
Q

Caused whenever the flow is directed or affected in any way by such components as piping entrances and exits, pumps, valves, flow reducers and fittings.

A

Turbulence

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16
Q

Part of the total head loss that occurs as the fluid flows through straight pipes

A

Friction Loss

17
Q

The friction factor has been determined to depend on the _________ for the flow and the degree of roughness of the pipe’s inner surface

A

Friciton Factor

18
Q

The quantity used to measure the roughness of the pipe

A

Relative Roughness

19
Q

The average height of irregulararities (€) divided by the pipe diameter

A

Relative roughness = €/D

20
Q

The frictional head loss can be calculated using mathematical relationship that is known as _____. The equation using teo distinct forms.

A

Darcy’s Equation

21
Q

The first form of Darcy’s Equation determins the losses in the system _______.

A

Associated with the lenght of the pipe

22
Q

The losses thar occur in pipelines due to bends, elbows, joints, valves, etc are sometimes called ____

A

Minor Losses

23
Q

Darcy’s Equation ( 2nd Form )

A

Minor Losses

24
Q

True or False. For all minor losses in turbulent flow, the head loss varies as the square of the velocity

A

True

25
Q

Minor Losses may be expressed in terms of the ________ (Leq) of the pipe would have the same head loss fornthe same discharge flow rate

A

Equivalent Lenght

26
Q

T or F. By adding the equivalent lenghts of all components to the actual lenght of pipe in a system we can obtain the Leq value for the entire piping system

A

T