Chp 13 Flashcards

1
Q

Water shuttle def

A

To supply water to incidents where relay pumping is not a viable option
Relay pumping gives more reliable water supply with fewer app but more work to clean up
Shuttle more dangerous because all pieces are constantly moving

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2
Q

Shuttle or relay?

A

Depends on distance to water supply
Required fire flow
Type of equipment the dept has
May start as shuttle while relay is set up

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3
Q

Shuttle apparatus

A

Water tender

Pumper

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4
Q

Shuttle pumpers

A

Unless using a hydrant, two pumpers needed; one at the water supply one at the attack site. May be attack pump or feed the attack pump
Must have 1000 gpm or greater to fill 1000 gpm tenders

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5
Q

Shuttle tenders

A

Weight limit usually 2000 gal
Tandem real axle or semi can carry more
If only for shuttle, no pump needed
Some dept opt for 750 gpm pump anyway (pumper tender)
NFPA requires 1000 gal capacity and pump for tenders
Vacuum tender fills on its own from the source at 2000 gpm and lift of 22’, discharge at 1,750 gpm
Must dump from left, right and rear
Also dump at 1000 gpm
Must be vented to control pressure when filling/dumping

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6
Q

Shuttle variables

A

Fill and dump times are dependent
Response and travel time are independent
If discharge is MDH need two external fill connections

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7
Q

Fill hose

A

LDH fills quick but is heavy and hard to work with

3” may be better

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8
Q

Tender discharges

A

Gravity: 8” or larger pipe; manual or electronic valves
Jet assisted: small diameter; pump creates a venturi but have to have and take time to start pump, may freeze, or overshoot the tank

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9
Q

Shuttle decisions

A
Location of dump site
Location of fill site
Route of travel
Number of vehicles needed
Best done during pre planning
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10
Q

Location of dump site

A

Close but out of collapse, exposure range
At intersection of narrow lane
Good for tenders to dump and drive through not turn around

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11
Q

Location of fill site

A

Should be 1000 gpm supply
Little or no backing is better
May need several fill sites

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12
Q

Route of travel

A
Most hazardous part
Circular is best, consider grade when tenders are full
Narrow roads
Long driveways
Blind curves and intersections
Winding roads
Steep grades
Inclement weather
Freezing water
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13
Q

NIMS

A

Water supply group headed by group supervisor
Reports up chain to perations section chief or IC
May create water supply branch under branch director
Create dedicated channel if possible
WS Group Supervisor monitors fill and dump sites for supply/use

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14
Q

Fill Site

A

Position pumper to see both source and tender
Connect at least LDH and super plug
If drafting minimize lift, consider portable pumps if site is inaccessible and leave dump line going for prime and heat
Place a cone for tender stopping point, minimize stretch

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15
Q

Tender top fill

A

PVC is brittle so ry aluminum
Pump pumps water through SDH to inline siphon
Bad way to do it
Or with a permanent manifold fed by site pumper
Better way to do it

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16
Q

Dump site operations

A

Direct pumping: Pump directly to the tank of the attack pumper. Use gated or clappered siamese to have next on deck, min volume
Nurse tender: big, 4000 gal, reserviour not a shuttle tender, have to pump from shuttle tenders to fill, slower than dumping to tank
Portable water tank: can eliminate backing, dump site pumper or attack pumper drafts from the tank, tenders can dump-no pump needed, easy and quick, takes space, dump valve faster than pumping through lines (1k gpm for 1st 90% of tank)

17
Q

Portable tank

A

Good for 300 gpm fires
lots of turbulence, harder to draft from
Multiple tanks: must be combined in series, can connect drains or use a jet siphon
For >500 gpm and 3 tanks parallel jet siphons shoulbe be used

18
Q

Tender performance

A

Depends on loading/unloading time, drive train, tank size
Tender flow rate: test actual time from when dump valve is open to round trip back
Since they only dump 90% of tank the formula is: Flow=(.9xTank Size)/Trip time
Or use formulas developed by Insurance Services Office (ISO): Travel Time=0.65+(1.7)(Distance) assuming 35mph
Handling time=Fill site time+Dump site time
Flow=(.9xTS)/(Travel time+Handling time)