Ch. 13 Water Shuttle Operations Flashcards

1
Q

When/why are water shuttle operations used?

A

-to provide water supply to incident where relay pumping is not a viable option
-Based on distance of water supply, type of fire flow, and equipment

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2
Q

Most favorable aspect of water shuttle operation

A

ease with which it is terminated when the incident is concluded

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3
Q

Water Shuttle Apparatus Pumpers

fill site and dump site pumpers

A
  • Most water shuttle requires two pumpers unless vacuum tanker or use of hydrant
  • Fill site pumper- At water source and fills empty tenders
  • Dump site pumper- Located at fire scene and is used to draft water from portable water tanks filled by water tenders
    -May also operate as attack pumper or relay water to attack pumper
  • Water tenders must fill at rate of 1,000 gpm
  • Must be equipped with hard intake hose and strainers
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4
Q

Water Tenders

A
  • Capacity based on local water supply and road conditions
  • Vehicle weight limit single rear axle to max tank of 2,000 gallons
  • Tandem rear axle, tri-axle, or semitrailer carry 2,000 gallons or larger
  • Tenders with 750 gpm or larger fire pump are called pumper-tenders
  • Vacuum tender:
    -improve water shuttle efficiency
    -is able to self-fill from static source at a rate up to 2,000 gpm with a lift up to 22 feet and discharge rate up to 1,750 gpm
  • May be designed where tanks fill from the top
    -Top tank inlets should be placed so hose may be connected easily from ground
  • Using medium diameter hose should have at least two external fill connections
  • LDH uses 1 but is difficult to move when charged
  • Multiple dump valves help improve efficiency and safety
  • Front dump valves may not meet the 1,000 gpm flow requirement
  • Efficient filling and dumping achieve faster operation
  • Two primary discharge gravity and jet-assisted dumps
  • Gravity Dump- Gravity is used to empty water from tank with an 8-inch or larger round or square piping with a valve that extends to exterior of vehicle
    -Manual operation from discharge location (side or rear of apparatus)
    -or operated from cab, or both (increases safety)
  • Jet-assisted Dump- Employ use of small diameter in line discharge that is inserted into the piping of large tank discharge
    -Creates venturi effect
    -Operational issues:
    1. must have fire pump
    2. pump must be engaged, adding time
    3. w/o engaging pump, lower rate than gravity dump
    4. high velocity, may miss portable tank and strike people
    5. may freeze
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5
Q

water shuttle variables that can be controlled:

A
  • filling and dump times
  • success depends on it’s efficiency
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6
Q

Jet-assisted dump operational issues

A
  1. must have fire pump
  2. pump must be engaged, adding time
  3. w/o engaging pump, lower rate than gravity dump
  4. high velocity, may miss portable tank and strike people
  5. may freeze
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7
Q

Decisions When Setting Up a Water Shuttle

A

-Location of dump site
-Location of fill site
-Route of travel
-Number of vehicles necessary

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8
Q

Selecting the Dump Site Location

A

-Location of dump site must be in close proximity of incident
-Best location may be clear intersection where tenders can have a clear access

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9
Q

Selecting the Fill Site Location

A

-Most suitable site to meet safety and flow requirement of particular incident may not always be the closest site
-Best site are those where drive straight into site and drive straight out of site
-Large-scale water operations may require the use of multiple fill/dump sites

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10
Q

Selecting the Route of Travel

A
  • May be most hazardous task for driver
  • Selected based on safety and operational effectiveness
  • Circular route is the optimum arrangement for a water shuttle circuit
    -Fill tenders follow route while empty tenders follow different route
    -Eliminates the need of tenders passing each other on narrow roads
  • If there is substantial hill or grade full tenders drive down hill and empty tenders drive up hill
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11
Q

Water Shuttle Route Safety Issues

A
  • Narrow roads- Difficulty passing other vehicles, and rollovers
  • Long Driveways- Require tight maneuvering, backing out
  • Blind curves and intersections- Risk of entering path of oncoming vehicle
  • Winding roads- Momentary lapse may cause collision with another vehicle or being driven off the road
  • Steep grade- Uphill grades slow operation and increase wear on apparatus. Downhill requires constant attention of speed to maintain control
  • Inclement Weather
  • Freezing Water
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12
Q

Water Shuttles in the Incident Command System

A

-Adhere to National Incident Management System (NIMS)
-When water supply group is established person is charge is Water Supply Group supervisor
-Only one report up chain of command to operations chief or incident commander
-IC may establish water supply branch
-Water Supply Group Supervisor appoint individuals for the fill and dump sites (Company Officer or Driver)
-Large-scale incidents may be necessary to establish two or more water shuttle operations

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13
Q

Positioning the Fill Site Pumper

A

-Positioning at the fill site must allow for drafting or hydrant connection and the best possible approach and departure route for water tender traffic
-Position fill site pumper to allow view of both water source and water tender
-Fill water tenders at rate of 1,000 gpm
-Hydrant driver must connect with all available hydrant discharges
-Static source position that requires a minimum lift to maximize flow
-High volume portable pumps to reach inaccessible water source

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14
Q

Fill Site Layout

A

-Position so that min amount of house is required
-Each tender has two 2 ½-inch direct tank fill connection or one LDH direct fill connection on the rear of apparatus
-Booster line should be flowed in view of driver to prevent loss of prime
-Balance distance with a position so tenders may enter and exit fill site without having to turn around or back up
-Place traffic cone or marker to denote the stopping point for water tender
-When using LDH only one line is generally required
-If an inline gate valve is not available for this hose it is possible to place LDH manifold between the last two sections of hose to act as a valve
-Medium diameter hose requires multiple hoses to be used to fill apparatus

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15
Q

Top Fill Method

A
  • One method: permanent or portable overhead pipes at a static water supply source
    -A pumper discharges water through small diameter hose into an inline water siphon that is outside the fill pipe, which results in adequate flow rate through fill pipe
    -Used when there is no other way of filling than through the top
  • Another method: portable or permanent manifolds
    -Manifold is located adjacent to water source and fed by the fill pumper
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16
Q

Operating the Fill Site

A
  • Fill site pumper remains in pump with waste line flowing to prevent loss of prime
  • Make and break personnel- Responsible to make the fill connections when tender arrives and disconnect when full
    -Driver should remain in cab when filling
  • If space allows a second set of fill lines may be established from fill site pumper
    -2nd tender can be positioned and connected while 1st is filling
  • Hand signals by one individual should be used when area is clear to allow next tender to fill
17
Q

Shutting Down the Fill Site

A

-Tenders should fill tank before returning to quarters
-Only exception is if the fill site was being supplied by static source

18
Q

3 Primary Methods for Operating a Dump Site

A

-Direct pumping operations
-Nurse tender operations
-Portable tank operations

19
Q

Dump Site Operations:
Direct Pumping Operations

A

-Water tenders pump water from tank directly into pump intake of attack pumper
-First tender supplies attack pumper, second tender may connect to other inlet of the Siamese
-When first tender empty second tender automatically starts the feed to attack pumper without any delay
-Generally when a minimal volume of water is required

20
Q

Dump Site Operations:
Nurse Tender Operations

A

-Involves positioning a large water tender immediately adjacent to the attack pumper serving same role as portable tank
-Advantage is tank is so large operation is usually over before need to refill

21
Q

Dump Site Operations:
Portable Water Tank Operations

A
  • Using one or more portable water tank located near the incident scene to eliminate the need for backing or turning around to manage dump site
  • Dump site pumper- Deploys hard intake hose with low-level strainer
  • Water tenders do not need fire pump as long as they have adequate size direct tank discharge valve (dump valve)
  • Considered to be the simplest and quickest method
  • Pumping through discharge is less efficient than using a dump valve
  • Open Butt- End of charge hose line that is flowing water without nozzle, must be secured
  • Tank Baffles- Reduces the surge effect in a partially loaded liquid tank
    -Must have opening sufficient size to allow free movement of water
22
Q

Dump Site Operations:
Single Portable Tank Operations

A
  • Simple dump site may have one portable tank
  • Operations that require low flow rates less than 300 gpm
  • Portable tank- Collapsible storage tank that holds water
    -Most common style of portable tank is folding type
    -Other style may require framework to be assembled at the scene
  • Frameless tank must be set up on a level surface to hold maximum capacity
  • Must have a capacity of at least 500 gallons larger than tank on apparatus supplying
  • A dump site spotter or dump site officer guides tender into position
  • When finished unloading, the first tender should proceed back to fill site
  • If space available in the portable tank, the next tender may begin to dump its water until the portable tank is full
  • Use low level strainer for drafting to a point of about 2 inches
23
Q

Dump Site Operations:
Multiple Portable Tank Operations

A
  • Incidents that require flow rate greater then 300 gpm
  • Most multi-tank operations use 2-5 tanks
  • Keep tank full on attack pumper drafting from
  • Each tank must be positioned so that water may be transferred from one tank to another tank
  • Portable tanks can be connected at their drain opening
  • Jet siphon:
    -attached to section of hard intake hose or piece of PVC
    -Most efficient way to move water between portable tanks
    -Has an inlet for a 1 ½-inch or larger hos line
    -End of jet siphon is placed into tank from which water is transferred
    -For operations that require more than 3 tanks and a jet siphons and flow over 500 gpm parallel jet siphons should be used
24
Q

Evaluating Tender Performances

Factors

A
  • Complete round trip determines flow rate of water shuttle under realistic conditions
  • Factors:
    -Loading/Unloading Time
    -Drive-train capabilities
    -Tank size
    -Availability of personnel to operate the apparatus
    -Vehicles ability to traverse local roads and bridges
25
Q

Actual Field Test Conducted Under Realistic Water Shuttle Condition

Formula

A

Complete round trip determines flow rate of water shuttle under realistic conditions

-Tender is parked ready to dump load into portable tank
-Start clock when the dump valve is open
-Keep running as tender dumps, leaves site refills and returns
-Stop clock when dump valve is in position to dump load

Flow= (0.9 x Tank Size)/Trip time
What is flow rate for 3,000-gallon tender that makes round trip in 12 min?
Flow= (0.9 x 3,000)/12= 225 gpm

26
Q

Insurance Services Office (ISO) Method of Evaluating Water Tender Performance

Series of Formulas

A

Travel time and Handling time

Travel time(minutes)= 0.65+(1.7) (distance(miles))
Five-mile operation
Travel time= 0.65 + (1.7) (5) = 9.15 minutes

Handling time= fill site time+ dump site time

4,000-gallon tender fill/dump rate 2,000 gpm with 2 min travel time
Fill site time = (2 min + [4,000 2,000]) = 4 min
Dump site time = (2 min + [4,000 2,000]) = 4 min
Handling time = 4 min + 4 min= 8 min