A very interesting discussion.

I believe in Australia they have to calculate a least demanding area - maybe to 
be aware of this pressure issues in the system.

In New Zealand we are now able to use speed control on our diesel pump sets so 
that it is not over- pressurising the system.  Whilst there have been a few set 
up challenges, overall I believe they are working well and I have more 
confidence in them than pressure relief/reducing valves which the industry does 
not seem to understand/service well.  Pressure control valves are also closed 
and then open - which will result in a pressure spike to the system before they 
open.

On systems where pressures change (up or down) are people reviewing things like 
the pump speed and the impellor size to try and address the pressure issues?


Nicky Marshall
Southern Regional Manager
PROTECH DESIGN LIMITED
Specialist Fire Protection Consultants
Phone: +64 (0)3 579 5577 extn 1  Mobile: +64 (0)21 433 488  Email: 
[email protected]<mailto:[email protected]>  Skype: 
nicky-marshall Web :www.protechdesign.co.nz
Address:105A Alabama Rd, Redwoodtown, Blenheim 7201, NZ Postal: PO Box 4022, 
Redwood Village, Blenheim 7242, NZ

“I always wondered why somebody doesn't do something about that. Then I 
realised I was somebody” Lily Tomlin

From: Matt Grise <[email protected]>
Sent: Thursday, 28 June 2018 3:58 AM
To: [email protected]
Subject: RE: [EXTERNAL] RE: Real system pressures versus the calculations

Craig,

I don’t quite follow when you ask if the entire system will see pressure over 
175.

If the pump kicks on at zero flow (perhaps the jockey fails). The entire system 
will be subjected to the city static pressure plus the pump churn pressure. Any 
component that is higher in elevation will see less pressure than the lower 
components due to elevation changes. In that sense – the various elevations of 
piping would never see the same pressure (without some pressure regulating 
equipment at various levels).

As the flow rate increases, each pressure source (the city supply and the fire 
pump) will have less pressure to give – so the entire system will be exposed to 
less pressure as the flow increases.

I am not sure we have enough information to say what actual pressure will occur 
at various floor levels.

Matt


From: Sprinklerforum 
<[email protected]<mailto:[email protected]>>
 On Behalf Of Prahl, Craig/GVL
Sent: Wednesday, June 27, 2018 10:34 AM
To: 
[email protected]<mailto:[email protected]>
Subject: RE: [EXTERNAL] RE: Real system pressures versus the calculations

Oh I am very well aware of the issue, I’d just like to be sure I’m not the only 
one who has an understanding of what our typical calculations represent.

I sometimes gasp at the lack of understanding of design and calculations on the 
part of some designers.

Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 | 
[email protected]<mailto:[email protected]> | 
www.jacobs.com<http://www.jacobs.com/>

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of MFP Design, LLC
Sent: Wednesday, June 27, 2018 11:29 AM
To: 
[email protected]<mailto:[email protected]>
Subject: [EXTERNAL] RE: Real system pressures versus the calculations

What if fewer sprinklers open than in your design area?  The pump and water 
supply aren’t going to know what the minimum sprinkler demand is and magically 
hold to that point while discharging no more.

I know you are well aware of this.  The sprinkler calculations are demand calcs 
that give minimums.  You can run supply calcs to determine what pressures and 
flows you can expect with the full water supply discharging.

[MFP_logo_F]
Travis Mack, SET
MFP Design, LLC
3356 E Vallejo Ct
Gilbert, AZ 85298
480-505-9271
fax: 866-430-6107
email:[email protected]<mailto:email:[email protected]>

http://www.mfpdesign.com<https://urldefense.proofpoint.com/v2/url?u=https-3A__na01.safelinks.protection.outlook.com_-3Furl-3Dhttp-253A-252F-252Fwww.mfpdesign.com-252F-26data-3D02-257C01-257C-257C1121d49f9e6b4cf248f108d4df580e77-257C14e5497c16da42e69ffa77d19bafe511-257C0-257C0-257C636379016677342180-26sdata-3DHJ8OA4xyeHAoxXNz5mu-252FYfycgtd5nsFrrpvzulZiNkQ-253D-26reserved-3D0&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=6qYbbLx8x0UrMujmEGNoh-2hzoFD2d1EB5d2sQF0_OI&m=TLFSl1U9Qj0s0yFLejZ21gAPh9nu1h7UpvICxkhX_dQ&s=pYdJeOIw4WA2kkFCOSYa1aNAei-lXMc_HM803l32t0M&e=>
https://www.facebook.com/pages/MFP-Design-LLC/92218417692<https://urldefense.proofpoint.com/v2/url?u=https-3A__na01.safelinks.protection.outlook.com_-3Furl-3Dhttps-253A-252F-252Fwww.facebook.com-252Fpages-252FMFP-2DDesign-2DLLC-252F92218417692-26data-3D02-257C01-257C-257C1121d49f9e6b4cf248f108d4df580e77-257C14e5497c16da42e69ffa77d19bafe511-257C0-257C0-257C636379016677342180-26sdata-3DH-252BwdcgK8DLGBcNoqJEvUrzsXngySwkX56Vgf9gM9EGk-253D-26reserved-3D0&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=6qYbbLx8x0UrMujmEGNoh-2hzoFD2d1EB5d2sQF0_OI&m=TLFSl1U9Qj0s0yFLejZ21gAPh9nu1h7UpvICxkhX_dQ&s=xYD61-mBUk4UGQElrG_ZKAypPmH-63Ay347ffUHEDdY&e=>
Send large files to us via: 
https://www.hightail.com/u/MFPDesign<https://urldefense.proofpoint.com/v2/url?u=https-3A__na01.safelinks.protection.outlook.com_-3Furl-3Dhttps-253A-252F-252Fwww.hightail.com-252Fu-252FMFPDesign-26data-3D02-257C01-257C-257C1121d49f9e6b4cf248f108d4df580e77-257C14e5497c16da42e69ffa77d19bafe511-257C0-257C0-257C636379016677342180-26sdata-3DeGdMZGu2wXhUupGwgGTrqF3b54OP5-252BAZvlHhABSexWY-253D-26reserved-3D0&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=6qYbbLx8x0UrMujmEGNoh-2hzoFD2d1EB5d2sQF0_OI&m=TLFSl1U9Qj0s0yFLejZ21gAPh9nu1h7UpvICxkhX_dQ&s=EyHQEus8jlDBFxZsja9uToA7nCKvhYLFeMIULfrhnX0&e=>
LinkedIn: 
https://www.linkedin.com/in/travismack<https://urldefense.proofpoint.com/v2/url?u=https-3A__na01.safelinks.protection.outlook.com_-3Furl-3Dhttps-253A-252F-252Fwww.linkedin.com-252Fin-252Ftravismack-26data-3D02-257C01-257C-257C1121d49f9e6b4cf248f108d4df580e77-257C14e5497c16da42e69ffa77d19bafe511-257C0-257C0-257C636379016677342180-26sdata-3DtT5E7LsZjSmyreKi4gDCa70EWN-252BZodi-252FhbeCbHNRijI-253D-26reserved-3D0&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=6qYbbLx8x0UrMujmEGNoh-2hzoFD2d1EB5d2sQF0_OI&m=TLFSl1U9Qj0s0yFLejZ21gAPh9nu1h7UpvICxkhX_dQ&s=kaKtfZQLNwhRlGJkqbhIKQMGXnFx83VbOLUlPhMK6FA&e=>

“The bitterness of poor quality remains long after the sweetness of low price 
is forgotten.”

From: Sprinklerforum 
<[email protected]<mailto:[email protected]>>
 On Behalf Of Prahl, Craig/GVL
Sent: Wednesday, June 27, 2018 8:22 AM
To: 
[email protected]<mailto:[email protected]>
Subject: Real system pressures versus the calculations

I have a system that was originally designed with a fire pump taking suction 
from an elevated municipal water tank.  At some point in time the system source 
was changed from the tank to a municipal water supply.  This change has 
resulted in the system pressures being well over 200-250 psi.  So far nothing 
has blown out, yet but numerous buildings and underground were built based on 
standard pressure rated components.

The thought for the day is this, when you run a calculation, the output will 
show the minimum required pressure at the hydraulically most remote sprinkler 
that is required to provide the design flow rate.  The calculations also show 
the deviation between Required and Available system pressures.  So, when the 
fire pump kicks on, what the system ACTUALLY sees is the rated pressure of the 
pump being introduced into the system, not the minimum required pressure that 
is shown in the calculations, Agreed?

If it is stated that in the calculations that the pressure at the sprinklers on 
an upper floor will be less than 175 psi but those on the lower floor will be 
greater is it safe to assume based on the ACTUAL pressures coming out of the 
pump that the entire system will likely see pressures exceeding 175 psi?

Looking for some thoughts.

Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 | 
[email protected]<mailto:[email protected]> | 
www.jacobs.com<http://www.jacobs.com/>


________________________________________________________________________________________

NOTICE - This communication may contain confidential and privileged information 
that is for the sole use of the intended recipient. Any viewing, copying or 
distribution of, or reliance on this message by unintended recipients is 
strictly prohibited. If you have received this message in error, please notify 
us immediately by replying to the message and deleting it from your computer.
_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org

Reply via email to