Math/Formulas Flashcards

0
Q

Friction Loss

A

CQ2L
C=coefficient
Q=GPM/100 squared
L= Length of Lay/100

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1
Q

FL COEFFICIENTS

A
1"-500, 
1 1/2"-22, 
1 3/4"- 11, 
2 1/2"- 1.5, 
3"-0.7, 
4"- .15
3"+4"-.07
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2
Q

Theoretical Lift

A

33.8 ft (14.7 x2.3)

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3
Q

Loss of lift per 1000’ gained

A

1ft

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4
Q

Atmospheric pressure loss per 1000’

A

.5 psi

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5
Q

Practical lift

A

20-25 ft

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6
Q

Height of lift

A

(1.13ft/ in Hg)(in Hg)

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7
Q

Net Pump Pressure

A

Discharge-intake

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8
Q

Friction loss for portable monitor

A
400-6
500- 9
600- 13
750- 20
800- 23
1000- 36
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9
Q

Friction loss for deck gun

A
400- 5
500- 8
600- 12
750- 18
800- 21
1000- 32
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10
Q

Net Pump Pressure from Draft

A

Discharge press+(.5 psi)(height of draft)

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11
Q

Like Volumes

A

0-10%- 3 times equal volume

  1. 01- 15%- 2 volumes
  2. 01- 25%- 1 volume
  3. 01+ - less than 1 volume
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12
Q

Fog Nozzle GPM Actual

A

(.1)(√Oper. Pres)(GPM rated)

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13
Q

Straight Tip GPM Actual

A

29.7d2√pres

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14
Q

Head Pressure

A

± .5 psi

5 psi per floor above the first

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15
Q

Standpipe FL

A

25 psi + 5 psi per floor above first

16
Q

1 psi in lift

A

2.3 ft

17
Q

PSI to lift 1 ft

A

.434 psi

18
Q

Sprinkler head GPM per head

A

.5P+15 Times the number of heads

19
Q

Quantity of flow from hydrant

A

29.7d2√P(.9)

20
Q

Capacity of a cylinder

A

D²6L

21
Q

Capacity of a square or rectangle container

A

LWH(7.5gal/ft³)

For weight of the water multiply answer by 8.33

22
Q

Light water application

A

(GPM)(minutes)= gallons of mixture

(% required)(total gallons of mixture)=Total gallons of light water