I think it could be more simple than that. In AutoSprink, we still draw to the 
“effective point” and then draw pipe vertically or horizontally to adjust for 
that elevation from the test hydrant. In HydraCalc, we just input the elevation 
from the test hydrant.

Thanks,

Taylor Schumacher
Security Fire Sprinkler<http://www.j-berd.com/>
1 Industrial Blvd | Sauk Rapids, MN 56379
Office: 320.640.7050 | Cell: 605.212.2132

From: Fpdcdesign <[email protected]>
Sent: Friday, April 11, 2025 10:30 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]>
Cc: Steve Leyton <[email protected]>
Subject: [Sprinklerforum] Re: Effective point of a flow test.

Taylor, thanks. Essentially the drawing is what I have been using. Junction of 
flowing and non-flowing water. The only difference is if there are significant 
elevation changes, I will use the dead end reading technique for a looped main, 
which allows
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Taylor, thanks. Essentially the drawing is what I have been using. Junction of 
flowing and non-flowing water. The only difference is if there are significant 
elevation changes, I will use the dead end reading technique for a looped main, 
which allows me to easily include elevation.

Todd Williams
Fire Protection Design/Consulting
Stonington, CT
860-608-4559



On Apr 11, 2025 at 10:03 AM, <Taylor 
Schumacher<mailto:[email protected]>> wrote:
Accounting for elevation is paramount and that will need to be adjusted for. 
onX has the best elevations.

Aside from that I’ll give the same answer that I got years back from Steve 
which is, go look in a wonderful little book called “Sprinkler Hydraulics” by 
Harold Waas, Jr. There’s a chapter titled "Relating Hydraulic Calculations to 
the Water Supply” which answers this fully and describes the differences in 
circulating mains and dead end mains.

Since this book is from 1983, I’ll save you scouring eBay like I did in 2017, 
I’ve attached the picture since it’s a Friday.

Taylor Schumacher
Security Fire 
Sprinkler<https://linkprotect.cudasvc.com/url?a=http%3a%2f%2fwww.j-berd.com%2f&c=E,1,Yt9BeQS9xZonekrTGThqLK6CF4-qzflGm2V_35QNvfjQSgRMIPicK_Rf6In-41AnwYXYPAiE8mq8AxRAtiQTesAbRcy4_xgqVoXU0XecK82xfme0oTg88aEvBD4q&typo=1>
1 Industrial Blvd | Sauk Rapids, MN 56379
Office: 320.640.7050 | Cell: 605.212.2132

From: cw bamford <[email protected]<mailto:[email protected]>>
Sent: Friday, April 11, 2025 8:30 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Re: Effective point of a flow test.

NFPA 291 from 2022 Fire Pump Handbook  4.4.6 I have used Google Earth Pro  It 
has Elevation  (not perfect  but close and you can get elevation Change between 
hydrant(s)) Hose Monster has a Good 8 page PDF on Hydrant Flow Testing Chuck 
Bamford On Fri, Apr 11, 2025
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sender before taking any actions.
NFPA 291
from 2022 Fire Pump Handbook
4.4.6

I have used Google Earth Pro
It has Elevation  (not perfect  but close and you can get elevation Change 
between hydrant(s))

Hose Monster has a Good 8 page PDF on
Hydrant Flow Testing

Chuck Bamford



On Fri, Apr 11, 2025 at 5:29 AM Fpdcdesign 
<[email protected]<mailto:[email protected]>> wrote:
What is the effective point of a hydrant flow test? By that, I mean the point 
you should design from. I was told from the beginning that it is at the 
intersection of flowing and non-flowing water (i.e the connection between the 
point of the flowing main with the branch to the hydrant where the pressures 
are read.) Am I doing something wrong?

This comes from a test that a regional water company did and they will only 
tell me what hydrant was flowed. It could make a difference because of 
elevation.

Todd G Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860-535-2080<tel:860-535-2080> (ofc)
860-554-7054<tel:860-554-7054>  (fax)
860-608-4559<tel:860-608-4559> (cell)

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