Exam 1 part 2 Flashcards

1
Q

A normal (perpendicular) force distributed over an area is known as:

A

pressure

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2
Q

When the pressure less than atmospheric pressure, this is known as a Answer

A

vacuum

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3
Q

The resultant pressure force acting on an area is located at a point known as the

A

center of pressure

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4
Q

The moment of inertia is needed to find the location of the resultant force on a surface. This can be determined using integration, or more simply, by using the

A

Parallel axis theorem

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5
Q

A 100’ tall by 500’ wide vertical rectangular dam is holding creating a reservoir of water. The depth of water at the dam is 60’. If the specific weight of water is 62.4 lb/ft^3, the hydrostatic force acting on the dam is most nearly:

A

=56200 kip

= 62.4 * 60 feet *(30’ * 500 ft)

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6
Q

Streamlines are lines defined where the velocity vectors of a fluid field are ____________
to the line at every point and time

A

Tangent

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7
Q

When the velocity of a fluid does not change from one point to another point along the path of the streamline, this is classified as

A

Uniform Flow

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8
Q

When the magnitude and direction of the fluid does not change over time, this is classified as

A

Steady flow

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9
Q

The index used to assess whether floc can be classified as laminar or turbulent is called the

A

Reynolds number

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10
Q

The continuity equation is based on the control volume approach to represent the

A

conservation of mass

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11
Q

The total energy in a hydraulic system the sum of which 3 types of energy?

A

internal energy, kinetic energy, potential energy

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12
Q

The energy equation is based on which law of thermodynamics?

A

1st

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13
Q

The work done by a hydraulic system can be classified into two types of work. Name these.

A

shaft work, flow work

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14
Q

In one or two sentences, and in your own words, explain the need for a kinetic energy correction factor (alpha)

A

Since the V used represents the average velocity but is not the true velocity. Alpha estimate the difference between the actual velocity distribution and the idealized uniform profile

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