We recently had a disagreement at our last fire critique regarding what size line should be pulled as a backup line for our normal bread and butter house fires and what that line's responsibilities are. It was brought up that we need to always pull our bigger 2 in line and that the backup line's sole responsibility is protecting the means of egress for the attack team.
I was taught that your backup line should be as big or bigger than your attack line. I believe that in our typical one and two story residential structures that our 1 3/4 lines offer more than adequate water volume and maneuverability to handle most fire situations.The 2 in line is overkill and drastically reduces maneuverability with our two man hose teams. If two 1 3/4 lines can't handle a fire in these structures then we have no business being in there, and need to go defensive.
In regards to responsibility, it was stated that the backup lines sole responsibility is to protect the means of egress for the attack team. I dont disagree that this is the main responsibility, but we are also there to supplement the attack line if needed. If a second line is needed, then the backup line becomes the second line and another backup line is put in its place.
I understand that the fireground is dynamic and that the structure and fire conditions will dictate our actions. What I am looking for is a general consensus on procedures for the typical bread and butter fires in 1 and 2 family dwellings. What engine the line should come off of and its length were also discussed, but I will spare you the details.
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Thread: Backup lines
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01-09-2010, 10:25 AM #1MembersZone Subscriber
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Backup lines
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01-09-2010, 12:14 PM #2
All sounds good. If possible have the backup line come from a second engine. Thought there is that if the primary pump fails the interior team can still be protected by the backup line as they egress.
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01-09-2010, 02:58 PM #3
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01-09-2010, 04:33 PM #4MembersZone Subscriber
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01-09-2010, 04:46 PM #5
I agree completely with your method. The only thing is I would always want the backup line to be bigger. If the first line in is a 1.75, then the backup will be a 2.5. Yea it will probably be overkill, but thats why it is a backup. If the first line needs backup, I want big guns.
Even the burger-flippers at McDonald's probably have some McWackers.
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01-09-2010, 05:43 PM #6
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01-09-2010, 09:13 PM #7Forum Member
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We pull a 2nd 1 3/4 and we do that principally because its more controllable. We have manpower issues so we usually have only 4-5 guys onscene when the first crew goes in. A 2nd crew can easily handle/manuever a 1 3/4. I am not sure that is the case for the 2 1/2. We also run CAFS if that matters to anyone. (I've been taught to assume it breaks and is plain water for planning even though all of our engines are CAFS)
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01-09-2010, 10:21 PM #8I am now a past chief and the views, opinions, and comments are mine and mine alone. I do not speak for any department or in any official capacity. Although, they would be smart to listen to me.
"The last thing I want to do is hurt you. But it's still on the list."
"When tempted to fight fire with fire, remember that the Fire Department usually uses water."
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01-09-2010, 10:41 PM #9MembersZone Subscriber
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Depends...on alot.
Typical rule was always equal to or greater in flow and length. Diameter is irrelevant, flow is the issue.
The second line could be going several places. If its a first floor fire, maybe to attack the fire, if the first line had to stop to hold the stairs. If its a basement fire, it may be attacking from an exterior rear entrance, requiring more hose to make the stretch. If its a second floor fire, it may need to go to the adjacent rooms while ceiling is pulled to get fire in the attic. Sometimes the "Backup line" is the line that attacks the fire. It should be understood that a line is always needed to protect egress/stairways when fire threatens them. Our world cannot be written in black and white, it has to be shades of gray.
Lots of possibilities. Theres really no need for a 2 1/2" hose in most cases in a single family dwelling on the inside, in my opinion. I have seen most fires in my years handled with a pair of 1 3/4" hoselines when operating interior.
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01-10-2010, 09:36 AM #10Forum Member
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do you mean 2" or 2 1/2"? I don't think the 2" is that big of a difference than the 1 3/4 in terms of maneuverability in a 1 or 2 family home. The little bit of extra gpm is nice to have in a back up line too. If its a 2 1/2 then I can see why you'd rather grab the 1 3/4.
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01-10-2010, 11:18 AM #11MembersZone Subscriber
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I do mean a true 2" line not a 2 1/2, we dont have 2 1/2" preconnects on our engines. My concern is manpower, I understand that a 2" isn't THAT big of a difference, but when you only have two guys on a line and your potentually weaving through an often cluttered single family dwelling, I want the line thats a little easier to manuever and still has plenty of punch for the typical fire load I will find in that type of structure.
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01-10-2010, 02:01 PM #12MembersZone Subscriber
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I think that in a one or two family dwelling, a 1 3/4" back up line is sufficient. I agree that if a 1 3/4" can't handle the "bread and butter" one and two family residential fires, then we should rethink our strategy. I'm also a true believer in having the backup line come off the second due engine, if manpower is sufficient, just in case there is pump failure. I think that as long as we're flowing a 1 3/4" at the correct GPM's right off the bat, and not using the "thumbs up" or " thumbs down" method to control our pump pressure, it's plenty for backup. I know alot of departments in my area are not flowing lines even close the correct GPM's they're intended for.
I don't see anything wrong with the back up team supplementing the attack team. I think they can still protect egress by going in the same route as the first line, not passing fire, and periodically making inspection holes in the ceiling to make sure there isn't any fire blowing over the crew. Like you stated, the firegroud is dynamic, so I think this is a great discussion for departments, especially ones with a smaller initial response. I've been to many fires where a second line has never been pulled, and should have. Better to discuss the options now, then waiting to decide on it at a working fire.
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01-11-2010, 09:56 AM #13
I've been reading "The Engine Company" by FDNY Battalion Chief Salka and its a good book for referencing engine company operations. A 2.5 line is to large for an interior attack at a typical 2.5 story residential home(some houses are the size of a commercial building). An 1.75 flows enough water to knock down alot of fire. My companies normal back up line for a residential fire is another 1.75 line. The back up line at any time can become another line of defense. Fire spreads and that back up line could be going somewhere else in the house at anytime to knock down more fire and an 1.75 line can be easily moved around instead of trying to lug around a 2.5 line. Just my .02.
I do understand your Idea of pulling the second line off the second due pumper. Its a good but idea but my second due is a truck company and they are taking the front of the house most of the time and the second due engine is grabbing the hydrant and laying in and can be far enough away from the scene to make it impossible to stretch a line.
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01-11-2010, 08:15 PM #14
I agree with alot of what everyone is saying. Our first hose is a 1.75, it attacks the fire. The second one is another 1.75, it is charged and ready at the door. If the need arises it can be deployed into the structure and another 1.75 will be pulled to stand-by at the door.
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01-11-2010, 09:23 PM #15MembersZone Subscriber
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Remember the old saying "As the first line goes, so goes the fire". If your first line isn't putting the fire out it's because you aren't flowing enough, therefore, you're backup may become the primary line and it needs to be larger in terms of flow. Most residential fires don't need anything larger than an 1 3/4" but you should be planning for the worst case scenario and having the 2 1/2" as your back-up gives the you some options that a smaller line won't.
The 1/ 3/4' on my engine flows approximately 200gpm through a 1" tip, if that is not significantly changing conditions within a matter of seconds, another line of the same size/flow is not going to change that. A 2 1/2" line may be harder to move, but it can be done quite easily with two people, with a little training and effort. In addition, the additional reach of the 2 1/2" stream may become necessary as fire conditions worsen and your initial crew is forced to retreat.
Your tactics should allow you the flexibility to flow enough water to overwhelm the fire and standard inputs should yield standard results. If you're not getting the results you should your tactics need to change.
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01-12-2010, 08:17 AM #16MembersZone Subscriber
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"quite easily" is not a term i would use to describe pulling a 2.5 through any SFD in zero visibilty with 2, 3 or even four guys unless of course the fire is straight in on the first floor. Most training is often done with full visibility, low stress, and none of the extreme clutter we find in most of our SFD.
In regards to the statement that if the first line can't put out the fire, then another line of the same size wouldn't change that, is rediculous. Its stated as if you would shut the first line down and use the backup. No, you would now have two 1.75 lines working the fire and thats a whole lot of water. If the fire isnt going out in a SFD with one or especially two 1.75, then you're not hitting the seat of the fire. The biggest line you have isn't going to put it out if you can't hit the seat of the fire. If you are hitting it with two 1.75 and its not going out, then you need to get the hell out of there.
As far as reach goes, I don't know of any SFD that the stream on my 1.75 can't reach. Maybe a huge manson, but we dont have any of those around here.
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01-12-2010, 08:22 AM #17
Are you guys discussing a backup line, or a second attack line? In my area, that's 2 distinct lines and operations.
Backup line is normally not for attacking the fire, unless there is a problem with the primary and/or second line."This thread is being closed as it is off-topic and not related to the fire industry." - Isn't that what the Off Duty forum was for?
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01-12-2010, 09:01 AM #18
I completely disagree.
That 2 1/2 if charged to get the GPM you want (to exceed the flow of the 1 3/4) will not be able to make a lot of the bends in a good percentage of SFD's. Sure in a giant house it might be worth it, but for most, no way. My experience is with fog/automatic nozzles.
Our immediate mutual aid insists on pulling a 2 1/2 for garden apartment fires and getting it up the stairwell and making the 90 degree bend into the apartment and then another 90 degree bend immediately inside the door to the living room is all but impossible.I am now a past chief and the views, opinions, and comments are mine and mine alone. I do not speak for any department or in any official capacity. Although, they would be smart to listen to me.
"The last thing I want to do is hurt you. But it's still on the list."
"When tempted to fight fire with fire, remember that the Fire Department usually uses water."
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01-12-2010, 01:59 PM #19
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01-12-2010, 03:56 PM #20MembersZone Subscriber
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2 1/2" back-up
What I was attempting to say is fairly simple:
If the back-up line is placed in service, it's because something went wrong, Your standard input is not giving you standard results, time to change tactics! A line of the same diameter and flow as the initial line, which hasn't done its job, doesn't do anything to make the problem better or help your crew that is now taking a beating and most likely retreating.
I've done some training on the 2 1/2" and it's not as bad as some make out to be, I can move it, and fairly quickly, with two people, and three make it move almost as fast as an 1 3/4", it's all in the technique.
As to the flow of two 1 3/4" being better than one 2 1/2", the stream of the 2 1/2" is always going to have more reach and mass than an 1 3/4". Adding another 1 3/4" isn't going to get water on the seat of the fire any better than the first and instead of using two or three personnel on one line (2 1/2"), now you're using 4 or more FF's on two lines.
PDP for 200' 1 3/4"=50PSI NP+100PSI FL=150PSI and that will give me 210 GPM
PDP for 200' 2 1/2"=50PSI NP+64PSI FL=114PSI and that will give me 325 GPM
Before anyone says the pressures are too low, these were obtained by flowing my FD's hose at varying pressures to obtain the FL coefficients.
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