With alarm valve utilizing a pressure switch. Water that enters the alarm port 
when the valve opens to allow a flow the water entering the system will operate 
the pressure switch after the retard fills (if present). Maintenance of the 
drain on the retard chamber is also a contributing factor. How well the retard 
chamber drains and the time interval between surges or movement of the air in 
the system all can contribute to false alarm. A vane type waterflow switch can 
operate at a flow of 4 gpm according to the UL standards most operate at a 
higher flow but always before 10 gpm. That is really not very much water if you 
had a switch on the low end of the UL standard.

The most common issue with trapped air in a wet pipe system is a short ring 
cycle. Open a remote  inspectors test valve and the air in the system is 
compressed and will push water down stream out of the inspectors test valve. 
When a backflow valve is present fresh water enters the system faster than it 
exits and in turn compresses the air in the system, The backflow will close 
when the system pressure equalizes and the compressed air will continue to 
force water out of the inspectors test valve. You will see a constant flow of 
water exiting the test valve however, no water is passing by the waterflow 
switch. The waterflow switch will re-set and this cycle just repeats itself.


Mike Cabral

---- Jay Jay Blocker <[email protected]> wrote: 
> Can anyone help me understand how an air pocket would cause such concern.  I 
> understand every other point that was made in the below message.  With the 
> retard set at 10-25 seconds i would have to say that is one hell of an air 
> pocket if it trips the flow swith.  I am just having trouble understanding 
> how an air pocket could do this.  I firmly believe that we do get air pockets 
> in the system and they can be dealt with by air reliefe means.  But if we are 
> talking about fighting MIC the lack of introduction of new highly oxygenated 
> water into the system would aid our battle.  If the ITC is remote we 
> introduce new oxygen into the system we help MIC in it ever destructive 
> path.  I can see both sides of the issue here and do not mean to "stir the 
> pot".

As far as the comment of "They simple bypass
the alarm or set the delays so high that flow switch cycling becomes a
problem during alarm testing. "
 I dont have my book with me but if memory serves me correctly we have a very 
high amount of  time in which to recieve the alarm.  If you have found a 
situation where the alarm initiating devices have been bypassed the location of 
the ITC is a mood point and i would be contacting an AHJ.
The location of an ITC is pointless if the alarm can never be generated.

Again i am confused as to how an ir pocket would trip the flow switch so any 
insight into this would be helpful.

Jay




________________________________
From: Rodney Hamm <[email protected]>
To: [email protected]
Sent: Sunday, March 1, 2009 3:38:19 PM
Subject: RE: statistics

If anyone has any pull or influence with the development of NFPA 13........

Please discuss the idiotic approach of installing Inspector's Test
Connections at the sprinkler riser (~12 in. downstream of the flow switch).
This has been considered "acceptable" by NFPA 13 since 2002 and is quickly
becoming standard practice in the great state of Georgia. There are several
significant reasons why this is a bad idea AND from an engineering
standpoint this is a very poor design. The inevitable trapped air in the
system causes or can potentially cause a number of problems: Excessive
system pressure when temperatures increase, false water flow alarms due to
air pocket expansion/contraction, failed water flow alarms due to cycling
flow switches, increased rust on the interior surfaces of sprinkler piping,
etc.

>From what I have seen, most contractors or sprinkler designers who primarily
install or design new systems have no idea this approach causes problems for
the building owner and/or fire protection system inspectors. I can confirm
these are common problems at several of the facilities I have visited over
the past few years. In many instances, the only effective solution is to
install a suitably located Inspector's Test Connection or bleed the air
pockets using sprinklers at the highest elevations. We have installed air
bleed off connections for numerous systems simply to allow trapped air to be
removed from the high point. The problem is access at some facilities after
the solid ceilings or other obstructions have been introduced. 

In my humble opinion, Inspector's Test Connections should be installed at
the most remote point of each system. The connection point (prior to being
piped to within 6 ft. of the floor level) should be at the highest elevation
of the sprinkler system piping whenever possible. Auxiliary drains or low
point drains should NOT be considered Inspector's Test Connections.

I would assume it is safe to say anyone who has enough experience and
personal dealings with inspections and/or problem solving (after the design
phase and initial installation project has been completed) realizes that the
Inspector's Test Connection serves more purposes than just testing the water
flow alarms. {I have heard "the sole purpose of the ITC is to test the alarm
device" so many times that I get a smile every time someone spouts it.} I
simply disagree with the relatively recent change in NFPA 13 which allows
this approach. I strongly believe the practice of installing the Inspector's
Test Connection a few feet downstream of the water flow switch should be
considered unacceptable.

In many instances, the fire alarm companies and building owners have to deal
with the issues caused by this poor design. They rarely if ever realize the
true source or reason for the intermittent false alarms. They simple bypass
the alarm or set the delays so high that flow switch cycling becomes a
problem during alarm testing. 

We see systems with >175 psi on a regular basis caused by this
problem.......some systems even peg the 300 psi gauges. On of my customers
had 5 separate incidents where sprinklers developed leaks and/or popped open
due to excess system pressure during Spring & early Summer of 2007. We added
pressure relief valves in August of 2007 for all of their wet systems and
this resolved the problem. This is a >1 million sq. ft. facility with
several wet systems. False fire alarms and excess air pressure are very
common problems when the ITC is not located at the most remote and/or
highest elevation of the system piping. I could provide many more examples,
but I think I have made my point.  

Black steel, moisture and trapped air allows more rust to develop on the
interior surfaces of the sprinkler piping than if the majority of the
sprinkler piping is full of water. Therefore, it would be safe to conclude
that trapped air in the sprinkler systems will shorten the life of the
sprinkler system piping.

The fact that someone or some group convinced the NFPA committee to change
the standard and the fact that the approach saves time and money during
installation does not make it a good engineering design!

There are probably a few instances where placing the ITC a few feet
downstream of the flow switch should be considered acceptable due to limited
or no feasible alternatives; however, these instances should be the last
resort alternative rather than standard practice.

Just one man's perspective!! I wonder if anyone on this forum agrees with me
on this subject.

Rodney K. Hamm, P.E.
President/Owner
Falcon Fire Protection
Office  (478) 953-1677
Cell  (478) 396-6988
------------------------------

Date: Sun, 1 Mar 2009 11:53:24 -0500
From: Mike Cabral <[email protected]>
Subject: RE: statistics
To: [email protected]
Message-ID: <20090301115324.sekkv.1683217.r...@mp20>
Content-Type: text/plain; charset=utf-8

A long time ago when I was a young man I did a lot of work on old systems in
industrial buildings in New England. . . old textile mills mostly. I wish I
had a few $ for every piece of 3/4" pipe I changed to 1" on these old pipe
schedule systems. 

A high vent was almost always present with instructions on filling the
system posted on the riser. The location of the vent or vents was stated and
the order or the procedure for operating them was often posted.. Some times
the instructions would advise you to open the vent while filling other times
the vent was opened after the system was under pressure. 

If you followed the instructions you went home for the day and that was
that. If you didn't you could expect a call sometime through the night
because water would move as the air migrated through the system and trip the
alarm.

These systems were old in the late 1960's and early 1970's. . . willing to
bet most of them are still in service. Venting the air keeps trapped air out
of the mains and cross mains which would eliminate the air water interface
which if present invites corrosion.

Sometimes there is something to learn from accent history

Mike Cabral

---- George Church <[email protected]> wrote: 
> Minimize false trips and air for MIC.
> 
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Forest
Wilson
> Sent: Sunday, March 01, 2009 10:43 AM
> To: [email protected]
> Subject: Re: statistics
> 
> What advantage is there to venting the air? Other than response time?
> Sent from my Verizon Wireless BlackBerry
> 
> -----Original Message-----
> From: "George Church" <[email protected]>
> 
> Date: Sun, 1 Mar 2009 10:12:12 
> To: <[email protected]>
> Subject: RE: statistics
> 
> 
> Nothing fancy, a 1" ball valve; or an ITC-type set up if you want to get
> fancy and run it out, we don't always.
>
> Potter has an auto air release you could also use.
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Ergo
> Sent: Sunday, March 01, 2009 10:02 AM
> To: [email protected]
> Subject: Re: statistics
>
> George,
>
> You have a way to bleed the air off of the system at the high point? This
> sounds like a good idea. Cold you explain some more on how to make this
> happen?
>
> Thanks,
>
>
> Ergo
>
>
>
> On Fri, Feb 27, 2009 at 8:38 AM, George Church <[email protected]> wrote:
>
>> Venus and Mars. I raise hypothetical questions, you hunter-gatherers
> answer
>> the question instead of pursuing the issue of statistics :) and how to
> find
>> them. Quite a change from the suggester of a group hug:)
>>
>> I agree on the BFP, MIC, and although we often have the ITC on a riser
>> manifold, we generally have a way to bleed the air off the high point to
>> avoid false signals.
>>
>> Good point on calculating the Expected Value, taking the frequency a step
>> further and including impact.
>>
>> glc
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Chris
>> Cahill
>> Sent: Friday, February 27, 2009 11:02 AM
>> To: [email protected]
>>  Subject: RE: statistics
>>
>> But if you are doing a risk analysis you are forgetting the outcome side.
>> For example, failure of a BFP to protect the public in theory could be
>> catastrophic to many if not all on the water supply.  Failure of a BFP in
> a
>> fire should only affect one building. On the theoretical side some may
die
>> from the fire and/or billions of $ lost but it ain't getting a whole city
>> sick or contaminating an aquifer used by 10's of millions.  So the rates
>> alone are irrelevant.  You need to take risk and multiply it by loss then
>> you have the answer on which way to go.  Don't get me wrong BFP's are a
>> bunch of hooey.
>>
>> 1st question - about 0 for both, BFP's are a waste of money in the first
>> place.
>>
>> 2nd - MIC is an issue we need to or will be dealing with more often.
>> Remember ESF only seems at this point to be an Allied problem. I vote
> treat
>> the MIC.
>>
>> 3rd - off the end gets some/most air out reducing false alarms and
>> eliminating some air/water interface rusting.  MIC coatings help with the
>> added oxygen in the water.  I vote end.
>>
>> Chris Cahill, P.E.
>> Fire Protection Engineer
>> Sentry Fire Protection, Inc.
>>
>> 763-658-4483
>> 763-658-4921 fax
>>
>> Email: [email protected]
>>
>> Mail: P.O. Box 69
>>        Waverly, MN 55390
>>
>> Location: 4439 Hwy 12 SW
>>              Waverly, MN 55390
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of George
>> Church
>> Sent: Friday, February 27, 2009 9:15 AM
>> To: [email protected]
>> Subject: statistics
>>
>> Just as we recently discussed that we don't know how many heads a year
are
>> installed, or how many have been installed in the past 100+ years, when
>> discussing unexpected activations, statistics of some order of magnitude
>> would be helpful in numerous other things.
>>
>> Which occurs more frequently, failure of a backflow to protect the public
>> supply, or failure of a backflow to allow full forward flow of water to a
>> sprinkler system when needed?
>>
>> Is the possibility of MIC greater than the likelihood of ESF from MIC
>> coatings? This would aid us in deciding, on systems comprised of combo
>> steel
>> and CPVC, if we want to use uncoated pipe (more susceptible to MIC) or
> risk
>> Environmental Stress Fractures?
>>
>> Is it better to run the ITC off the riser and limit the new oxygen into
> the
>> system, or run it off the tail end and check for blockage?
>>
>> There are countless other items we have no data upon which to base our
>> decisions. Our best guesses may be completely wrong- guess our batting
>> average would be no better than 50-50, and likely the answer may be based
>> on
>> something more important but not considered.
>>
>> glc
>>
>> -----Original Message-----
>> From: George Church [mailto:[email protected]]
>> Sent: Friday, February 27, 2009 10:07 AM
>> To: '[email protected]'
>> Subject: RE: Fire marshall
>>
>> Just as a plumber would assume testing a sprinkler backflow is limited to
>> the backflow portion of the test, not aware of the forward flush we're
> more
>> concerned about..
>>
>> glc
>>



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