Pumps & Pumping Flashcards

1
Q

Friction loss equation

A

FL= CO X Q* X L

Q/100
L/100

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2
Q

Flow rates

  1. 5”
  2. 75”
  3. 5”
A

60-125 GPM. 1.5” Apartment Pack

120-180 GPM. 1.75”
Cross Lay/ bumper Line/ trash Line

250 GPM 2.5” Cross Lay

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3
Q

E-4 IGPM

A

1250 IGPM

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4
Q

E-4 Water Tank Capacity

Rosenbauer Engine

A

446 Gallons

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5
Q

Coefficients for Friction Loss

A

24 1.5”.

15.5 1.75”

2 2.5”

.2 4”

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6
Q

Master Stream GPM

A

250 - 1250 GPM

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7
Q

Master Stream psi/rpm for 1000GPM

A

psi 140

RPM 1100

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8
Q

Master Stream Combination Nozzle psi

A

100 psi

140 PDP psi

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9
Q

Relay Pumping should be utilized when?

A
C.   Commercial 
 I.    Industrial 
A.    Aerial 
5.    500 gpm or more
2.    200' or more of supply hose
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10
Q

Fire Pump Rating

A

100% @. 150psi

70% @. 200psi

50% @. 250psi

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11
Q

Non Calculated relay pumping
Start psi
Maximum psi

A

175 psi Start

200 psi Max

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12
Q

Terminating a relay pump

A
  • Attack pumper shuts down first.
  • Leave some lines open to avoid pressure variances
  • Ensure pumper is full
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13
Q

Master stream friction loss for 350gpm or less

A

10 psi

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14
Q

Master stream friction loss for 500gpm or more.

A

25 psi

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15
Q

Truck mounted master stream smooth bore operating pressure

A

80 psi

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16
Q

How much head pressure per foot

A

.434psi

17
Q

1” Vacuum of Mercury at s a level will produce how much lift?

A

1” = 1.13’

18
Q

How many feet of head pressure is required to produce 1 psi

A

2.304 psi

19
Q

How do you work out Theoretical lift at sea level?

A

1 psi pressure = 2.304 psi

        2.304 psi
    X14.7     sea level psi
--------------------------------------
       33.86 '   
Theoretical lift at sea level
20
Q

10” Mercury is equivalent to —– lift

A

11.3’

21
Q

Standpipe pumping psi

A

Starts at 150 psi

22
Q

Sprinkler pumping starting psi

A

150 psi

23
Q

Pre-connects 75 psi Nozzle
1.75”
150’ PDP
200’ PDP

A

150’ / 95gpm = 95psi PDP

200’ / 95gpm = 100psi PDP

24
Q

PDP for the 2.5” pre-connect @ 125gpm

A

PDP = 2.5” 125gpm 81 psi

25
Q

PDP for the 2.5” pre-connect @ 250gpm

A

PDP = 100psi

26
Q

1.75” FL =

A

7 psi/ 50’

27
Q

2.5” FL =

A

1psi/50’

28
Q

Pierce Engine 2 water tank capacity

A

394 Gallons

29
Q

Cavitation while pumping troubleshooting

Decrease RPM

A

Need more supply

Gate back hoses