Math/Formulas Flashcards
Friction Loss
CQ2L
C=coefficient
Q=GPM/100 squared
L= Length of Lay/100
FL COEFFICIENTS
1"-500, 1 1/2"-22, 1 3/4"- 11, 2 1/2"- 1.5, 3"-0.7, 4"- .15 3"+4"-.07
Theoretical Lift
33.8 ft (14.7 x2.3)
Loss of lift per 1000’ gained
1ft
Atmospheric pressure loss per 1000’
.5 psi
Practical lift
20-25 ft
Height of lift
(1.13ft/ in Hg)(in Hg)
Net Pump Pressure
Discharge-intake
Friction loss for portable monitor
400-6 500- 9 600- 13 750- 20 800- 23 1000- 36
Friction loss for deck gun
400- 5 500- 8 600- 12 750- 18 800- 21 1000- 32
Net Pump Pressure from Draft
Discharge press+(.5 psi)(height of draft)
Like Volumes
0-10%- 3 times equal volume
- 01- 15%- 2 volumes
- 01- 25%- 1 volume
- 01+ - less than 1 volume
Fog Nozzle GPM Actual
(.1)(√Oper. Pres)(GPM rated)
Straight Tip GPM Actual
29.7d2√pres
Head Pressure
± .5 psi
5 psi per floor above the first
Standpipe FL
25 psi + 5 psi per floor above first
1 psi in lift
2.3 ft
PSI to lift 1 ft
.434 psi
Sprinkler head GPM per head
.5P+15 Times the number of heads
Quantity of flow from hydrant
29.7d2√P(.9)
Capacity of a cylinder
D²6L
Capacity of a square or rectangle container
LWH(7.5gal/ft³)
For weight of the water multiply answer by 8.33
Light water application
(GPM)(minutes)= gallons of mixture
(% required)(total gallons of mixture)=Total gallons of light water