RE: Fire Pump relief valve discharge

2009-03-20 Thread lamarvaughn
The practice of connecting the relief valve discharge to the pump suction has
been accepted for many years.It was removed from NFPA #20 in the nineties
but has since been reinstated.I have done this many times for many reasons
without any problems.Because it is a closed loop,I have not increased the
discharge pipe size.

Hope this helps.


 A.P.Silva silva...@shaw.ca wrote: 
 
 The building owner wants to connect the discharge piping from the pump
 relief valve to the pump suction pipe, just upstream of the suction valve.
 The water supply to the pump is a water storage tank. Anyone seen this
 arrangement? Is it acceptable? 
 
 NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of Supply. Is
 this to the tank or can it be also to the suction pipe? Both 5.18.7 and
 A5.18.7, seems to have a concern regarding the size of the relief valve and
 discharge piping, but does not provide much guidance (in my opinion). Anyone
 care to expand on this concern?
 
 The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned
 previously, are gravity tanks. The relief valve is 4 and discharge pipe is
 8 corresponding to Table 5.25. The discharge piping from the relief valve
 to connection at pump suction pipe has one elbow. At the connection to the
 pump suction there is a tee. Is the tee to be counted and the sizing be
 increased as per 5.18.6.2 ?
 
 Any pump experts?
 
 Tony
 
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RE: Fire Pump relief valve discharge

2009-03-20 Thread rahe . loftin
Any problem dumping the relief discharge back into the tank?

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102

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RE: Fire Pump relief valve discharge

2009-03-20 Thread Tom Duross
If the relief valve is installed before the pump check, it's going to effect
your numbers a little when you test.
IMHO, the BEST way to pipe it is as Rahe suggests that way you have a break
and tank circulation (which is a good thing for weekly's).

I assume no bypass but will you have a flowmeter as well?  Maybe you can
twin them back?

Tom
TGIF


Any problem dumping the relief discharge back into the tank?

Thank You

Rahe Loftin, P.E.

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RE: Fire Pump relief valve discharge

2009-03-20 Thread Todd Williams
No. Follow the same rules as you would for discharging a flow meter 
back into a tank.



At 09:16 AM 3/20/2009, you wrote:
Any problem dumping the relief discharge back into the tank?

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102

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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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RE: Fire Pump relief valve discharge

2009-03-20 Thread George Church
Other than the turbulence, which was deemed acceptable for the condition
where the relief is piped back to suction under #20, the pipe running from
the tank to the suction side of the pump is the same chamber as the tank-
unless there's a OSY right on the suction nozzle of the tank- and if you're
running the pump, one would expect that to be open unless you're attempting
high temperature test for air bubble growth- and you'd be better off piping
relief to suction, since if the tank valve was closed, the relief to suction
would be all you've got going into the pump! the relief valve would, of
course, be open sincethe temp elevating would increase pressure on the air
caused by turbulence, assuring a reliable supply of air and water to the
suction side.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
rahe.lof...@gsa.gov
Sent: Friday, March 20, 2009 9:16 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire Pump relief valve discharge

Any problem dumping the relief discharge back into the tank?

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102

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RE: Fire Pump relief valve discharge

2009-03-20 Thread A.P.Silva
Yes. This building is in an area up north where the temperature drops to -40
to -50 deg.C in the winter. The suction pipe from gravity tanks to pumphouse
is heat traced and isulated. Running relief discharge to tank will be a big
cost. The flow meter runs back to the tank,bu it is too small to connect the
relief discharge. Originally they had it dump to a splash pad outside
pumphouse, and for obvious reasons didn't like it when it started to dump
water during pump tests.

Tony  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
rahe.lof...@gsa.gov
Sent: March 20, 2009 6:16 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire Pump relief valve discharge

Any problem dumping the relief discharge back into the tank?

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102

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Re: Fire Pump relief valve discharge

2009-03-20 Thread Roland Huggins
How about a more basic question.  Why do you even have a relief  
valve?  With a rating of only 105 psi exceeding 175 psi with a tank  
feed requires a tall tank.

Roland

On Mar 19, 2009, at 11:23 PM, A.P.Silva wrote:


 The building owner wants to connect the discharge piping from the pump
 relief valve to the pump suction pipe, just upstream of the suction  
 valve.
 The water supply to the pump is a water storage tank. Anyone seen this
 arrangement? Is it acceptable?

 NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of  
 Supply. Is
 this to the tank or can it be also to the suction pipe? Both 5.18.7  
 and
 A5.18.7, seems to have a concern regarding the size of the relief  
 valve and
 discharge piping, but does not provide much guidance (in my  
 opinion). Anyone
 care to expand on this concern?

 The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned
 previously, are gravity tanks. The relief valve is 4 and discharge  
 pipe is
 8 corresponding to Table 5.25. The discharge piping from the relief  
 valve
 to connection at pump suction pipe has one elbow. At the connection  
 to the
 pump suction there is a tee. Is the tee to be counted and the sizing  
 be
 increased as per 5.18.6.2 ?

 Any pump experts?

 Tony

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Re: Fire Pump relief valve discharge

2009-03-20 Thread Rodney Hamm
Tony made reference to a 4 in. diameter PRV, so I assume he is dealing with
a diesel driven fire pump. The PRV is required for all diesel driven fire
pumps. If the diesel driver rpm increases higher than the set idle position,
the system pressure could easily exceed 175 psi without a suitable PRV. 

 

Smaller diameter circulation relief valves are required for electric
driven fire pumps to ensure water circulates through the fire pump during
churn periods.  

 

 

Note to Tony: Make sure you include a site glass (site glasses which have
built in paddle wheels are the best) to allow water flow verification during
inspections and acceptance tests.

 

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

Cell  (478) 396-6988

 

Date: Fri, 20 Mar 2009 09:48:20 -0700

From: Roland Huggins rhugg...@firesprinkler.org

Subject: Re: Fire Pump relief valve discharge

To: sprinklerforum@firesprinkler.org

Message-ID: f20352bd-a4e8-4ca2-b964-6fffc133d...@firesprinkler.org

Content-Type: text/plain; charset=US-ASCII; format=flowed; delsp=yes

 

How about a more basic question.  Why do you even have a relief  

valve?  With a rating of only 105 psi exceeding 175 psi with a tank  

feed requires a tall tank.

 

Roland

 

On Mar 19, 2009, at 11:23 PM, A.P.Silva wrote:

 

 

 The building owner wants to connect the discharge piping from the pump

 relief valve to the pump suction pipe, just upstream of the suction  

 valve.

 The water supply to the pump is a water storage tank. Anyone seen this

 arrangement? Is it acceptable?

 

 NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of  

 Supply. Is

 this to the tank or can it be also to the suction pipe? Both 5.18.7  

 and

 A5.18.7, seems to have a concern regarding the size of the relief  

 valve and

 discharge piping, but does not provide much guidance (in my  

 opinion). Anyone

 care to expand on this concern?

 

 The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned

 previously, are gravity tanks. The relief valve is 4 and discharge  

 pipe is

 8 corresponding to Table 5.25. The discharge piping from the relief  

 valve

 to connection at pump suction pipe has one elbow. At the connection  

 to the

 pump suction there is a tee. Is the tee to be counted and the sizing  

 be

 increased as per 5.18.6.2 ?

 

 Any pump experts?

 

 Tony

 

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RE: Fire Pump relief valve discharge

2009-03-20 Thread A.P.Silva
True. Good point.

I should've mentioned the pump is diesel. The tank is 40' high. To conform
to NFPA 20, 2007 section 5.18.1.1, 121% of churn gives (105 x 120% x 121%) +
(40 x .433) = 170 psi (approx), assuming churn pressure is 120% of rated
pressure. Someone would have thought it was not too far from 175 psi. I
wasn't involved with the original design.

Anyway the discharge from the relief valve can't be much to maintain 175 psi
system pressure. But NFPA 20, 2007 section A.5.18.7 (appendix) requires
...back pressure capabilities and limitations of the valve to be used to be
determined.  I might be wrong, but I'm assuming the reference to back
pressure means friction loss. If it is, I can't see friction loss being a
critical factor.

Unless, as piping the relief discharge causes a closed loop, is there a
concern that the pressure would keep on increasing at every cycle?

Tony  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: March 20, 2009 9:48 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Pump relief valve discharge

How about a more basic question.  Why do you even have a relief valve?  With
a rating of only 105 psi exceeding 175 psi with a tank feed requires a tall
tank.

Roland

On Mar 19, 2009, at 11:23 PM, A.P.Silva wrote:


 The building owner wants to connect the discharge piping from the pump 
 relief valve to the pump suction pipe, just upstream of the suction 
 valve.
 The water supply to the pump is a water storage tank. Anyone seen this 
 arrangement? Is it acceptable?

 NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of Supply. 
 Is this to the tank or can it be also to the suction pipe? Both 5.18.7 
 and A5.18.7, seems to have a concern regarding the size of the relief 
 valve and discharge piping, but does not provide much guidance (in my 
 opinion). Anyone care to expand on this concern?

 The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned 
 previously, are gravity tanks. The relief valve is 4 and discharge 
 pipe is 8 corresponding to Table 5.25. The discharge piping from the 
 relief valve to connection at pump suction pipe has one elbow. At the 
 connection to the pump suction there is a tee. Is the tee to be 
 counted and the sizing be increased as per 5.18.6.2 ?

 Any pump experts?

 Tony

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 to:sprinklerforum-requ...@firesprinkler.org
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RE: Fire Pump relief valve discharge

2009-03-20 Thread A.P.Silva
Thanks. A waste cone and sight glass are included.

Tony 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rodney Hamm
Sent: March 20, 2009 10:26 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Pump relief valve discharge

Tony made reference to a 4 in. diameter PRV, so I assume he is dealing with
a diesel driven fire pump. The PRV is required for all diesel driven fire
pumps. If the diesel driver rpm increases higher than the set idle position,
the system pressure could easily exceed 175 psi without a suitable PRV. 

 

Smaller diameter circulation relief valves are required for electric
driven fire pumps to ensure water circulates through the fire pump during
churn periods.  

 

 

Note to Tony: Make sure you include a site glass (site glasses which have
built in paddle wheels are the best) to allow water flow verification during
inspections and acceptance tests.

 

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

Cell  (478) 396-6988

 

Date: Fri, 20 Mar 2009 09:48:20 -0700

From: Roland Huggins rhugg...@firesprinkler.org

Subject: Re: Fire Pump relief valve discharge

To: sprinklerforum@firesprinkler.org

Message-ID: f20352bd-a4e8-4ca2-b964-6fffc133d...@firesprinkler.org

Content-Type: text/plain; charset=US-ASCII; format=flowed; delsp=yes

 

How about a more basic question.  Why do you even have a relief  

valve?  With a rating of only 105 psi exceeding 175 psi with a tank  

feed requires a tall tank.

 

Roland

 

On Mar 19, 2009, at 11:23 PM, A.P.Silva wrote:

 

 

 The building owner wants to connect the discharge piping from the pump

 relief valve to the pump suction pipe, just upstream of the suction

 valve.

 The water supply to the pump is a water storage tank. Anyone seen this

 arrangement? Is it acceptable?

 

 NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of

 Supply. Is

 this to the tank or can it be also to the suction pipe? Both 5.18.7

 and

 A5.18.7, seems to have a concern regarding the size of the relief

 valve and

 discharge piping, but does not provide much guidance (in my

 opinion). Anyone

 care to expand on this concern?

 

 The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned

 previously, are gravity tanks. The relief valve is 4 and discharge

 pipe is

 8 corresponding to Table 5.25. The discharge piping from the relief

 valve

 to connection at pump suction pipe has one elbow. At the connection

 to the

 pump suction there is a tee. Is the tee to be counted and the sizing

 be

 increased as per 5.18.6.2 ?

 

 Any pump experts?

 

 Tony

 

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Re: Fire Pump relief valve discharge

2009-03-20 Thread Roland Huggins
If it is a relatively new pump, it may churn at 140% but I'd be  
shocked if that were the case.  I haven't gone looking but has any one  
seen a horizontal pump that exceeds the old 120% criteria?  The pumps  
I've played with have been less than 110% and there are a boat load  
that are at or below 105%.  As such, it seems the answer to you  
discharge problem may be to evaluate the actual system and do away  
with the relief valve. Keep in mind that the outlet pressure is not  
limited to 175 psi but to the pressure rating of the components so  
location (that is impact of elevation differences) is applicable.

Roland

On Mar 20, 2009, at 10:38 AM, A.P.Silva wrote:

 True. Good point.

 I should've mentioned the pump is diesel. The tank is 40' high. To  
 conform
 to NFPA 20, 2007 section 5.18.1.1, 121% of churn gives (105 x 120% x  
 121%) +
 (40 x .433) = 170 psi (approx), assuming churn pressure is 120% of  
 rated
 pressure. Someone would have thought it was not too far from 175  
 psi. I
 wasn't involved with the original design.



 Tony

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RE: Fire Pump relief valve discharge

2009-03-19 Thread A.P.Silva

The building owner wants to connect the discharge piping from the pump
relief valve to the pump suction pipe, just upstream of the suction valve.
The water supply to the pump is a water storage tank. Anyone seen this
arrangement? Is it acceptable? 

NFPA 20, 2007 section 5.18.7 mentions Discharge to Source of Supply. Is
this to the tank or can it be also to the suction pipe? Both 5.18.7 and
A5.18.7, seems to have a concern regarding the size of the relief valve and
discharge piping, but does not provide much guidance (in my opinion). Anyone
care to expand on this concern?

The fire pump is rated 1000 gpm @ 105 psi. The source as mentioned
previously, are gravity tanks. The relief valve is 4 and discharge pipe is
8 corresponding to Table 5.25. The discharge piping from the relief valve
to connection at pump suction pipe has one elbow. At the connection to the
pump suction there is a tee. Is the tee to be counted and the sizing be
increased as per 5.18.6.2 ?

Any pump experts?

Tony

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