Nothing has broken yet and maybe will not, but I think you don’t get the right 
spray pattern out of over pressurized sprinklers. I understand the pattern 
starts to become directional. Perhaps this and the impact it could have on 
control performance has been pointed out to the parties involved.

> On Jun 27, 2018, at 3:39 PM, Prahl, Craig/GVL <[email protected]> wrote:
> 
> It is a problem when the contractor is telling an owner that there is no 
> problem because their calculation shows the system only requiring 40 psi when 
> we know system pressures are going to actually be in the 200 psi range. 
>  
> The issue is with designers who are not properly instructed on what the 
> numbers mean in these calcs that they magically produce with a keystroke and 
> with an owner who believes every word they say as absolute.
>  
> Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 | 
> [email protected] | www.jacobs.com <http://www.jacobs.com/>
>  
> From: Sprinklerforum [mailto:[email protected]] 
> On Behalf Of Roland Huggins
> Sent: Wednesday, June 27, 2018 2:42 PM
> To: [email protected]
> Subject: [EXTERNAL] Re: Real system pressures versus the calculations
>  
> This is not an issue that is intended to be caught by the hydraulic 
> calculations for the system demand.  It is purely and simply a deficiency in 
> the pump design (as already indicated by Matt).  The original design was fine 
> but when someone changed the water supply, THEY  were responsible for 
> ensuring the pump curve was still acceptable.
>  
> This is also a problem for new systems when water supply modifiers are 
> applied.  You have to size the pump for both the sprinkler demand based on 
> the lowest available supply pressure AND the churn limits based on the 
> highest supply pressure.
>  
> Roland
>  
> Roland Huggins, PE - Senior VP Engineering
> American Fire Sprinkler Assn.    
> Dallas, TX
> http://www.firesprinkler.org 
> <https://urldefense.proofpoint.com/v2/url?u=http-3A__www.firesprinkler.org_&d=DwMFaQ&c=OgZOSER8c1RLeytEexU279Q2qk0jVwkrOdYe5iSi-kk&r=6qYbbLx8x0UrMujmEGNoh-2hzoFD2d1EB5d2sQF0_OI&m=9t3lHhKjiD1mJlP5Tp1xAPihIkIokW1byvR67Hld0rY&s=EMtRTfazpYo9Jqx2Sw8CRcqLKHDKE_c9kkImir7w8dU&e=>
>  
> Fire Sprinklers Saves Lives
>  
>  
> 
> 
> 
> On Jun 27, 2018, at 8:21 AM, Prahl, Craig/GVL <[email protected] 
> <mailto:[email protected]>> wrote:
>  
> 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/>
>  
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