5. Principles Of Water Flashcards

1
Q

Force per unit area

A

Pressure

Page 170

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2
Q

A simple measurement of weight and is expressed in pounds or newtons

A

Force

Page 170

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3
Q

Any influence that causes a change in the speed, direction, or shape of a substance.

A

Force

Page 171

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4
Q

First principle of water:

A

Fluid pressure is PERPENDICULAR to any surface on which it acts.

Page 172

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5
Q

Second principle of water:

A

Fluid pressure at a point in fluid at rest is the SAME intensity in ALL DIRECTIONS.

Page 172

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6
Q

Third principal of water:

A

PRESSURE applied to a CONFINED fluid is transmitted EQUALLY in all directions.

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7
Q

Fourth principal of water:

A

The pressure of a liquid in an open vessel is proportional to its DEPTH.

Page 173

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8
Q

Fifth principle of water:

A

The pressure of a liquid in open vessel is proportional to the DENSITY of the liquid.

Page 173

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9
Q

These devices allow those lines on the lower floors to be more easily controlled, while allowing the high pressure required to access upper floors.

A

Pressure-regulating devices

Page 173

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10
Q

Sixth principle of water:

A

The pressure of a liquid at the bottom of a vessel is INDEPENDENT OF THE SHAPE of the vessel.

Page 174

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11
Q

Refers to the height of water supply above the discharge office.

A

Head

Page 175

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12
Q

Stored potential energy available to force water through pipes, fittings, hose, and adapters.

A

Static pressure

Page 175

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13
Q

Portion of the total available pressure not used to overcome friction loss or gravity while forcing water through pipes, fittings, hose, and adapters.

A

Residual pressure

Page 176

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14
Q

Refers to the centerline of the pump or the bottom of a static water supply source above or below ground level

A

Elevation

Page 176

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15
Q

The rougher the inner surface of the pipe (commonly referred to as____)the greater the friction loss will be.

A

Coefficient of friction

Page 177

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16
Q

First principle of friction loss:

A

Friction loss varies directly with the LENGHT of the hose or pipe.

Page 178

17
Q

Second principle of friction loss:

A

Friction loss varies u with the square of the increase in VELOCITY of flow.

Page 178

18
Q

Third principal of friction loss;

A

Friction loss varies inversely as the fifth power of the DIAMETER of the hose.

Page 179

19
Q

Fourth principal of friction loss:

A

For a given velocity, friction loss is approximately the same, regardless of the pressure on the water.

Page 179

20
Q

_____pressure will always be greatest near the source of supply and lowest at the furthest point in the system.

A

Flow

Page180

21
Q

If the velocity is increased beyond this point, the friction will become so great that the entire system is agitated by resistance. This agitation causes a degree of turbulence known as:

A

Critical velocity

Page 181

22
Q

Water may be treated by:

4things

A

Coagulation

Sedimentation

Filtration

Addition of- chemicals/bacteria/other organisms

Page 184

23
Q

A fire hydrant that receives water from two or more directions

A

Circulating feed or looped line

Page 184

24
Q

Grid arrangement of smaller main serving individual fire hydrants and blocks of customers.

A

Distributors

Page 185

25
Valves in private fire protection systems are usually of this type
Indicating valve (post) Page 186
26
Two common indicator valves are:
Post indicator valve Outside screw and yoke Page 186
27
Most common type of valve used on most public water distribution systems
Nonindicating /Gate valve Page 186/187
28
_______gate valve should be marked with a number indicating the number of turns necessary to completely close the valve.
Nonrising-stem Page 187
29
The average amount of water used PER DAY based on the total amount of water used in a water distribution system over the period of ONE YEAR.
Average daily consumption (ADC) Page 188
30
The maximum total amount of water that was used during any 24 HOUR interval within a 3 YEAR PERIOD.
Maximum daily consumption (MDC) Page 188
31
Maximum amount of water used in any ONE HOUR interval over the course of A DAY.
Peak hourly consumption (PHC) Page 188