If your system is gridded it might be pretty hard to pick through the worksheet 
to find out what’s going wrong.
To troubleshoot, I’d recommend breaking the grid if there is one so that you 
have a much simpler branch system to work through. You might need to flow less 
heads temporarily so that your flow rates/velocities don’t get so high that the 
calculation gets wonky. See if you can start to find any portions of the two 
calcs that DO match as a starting point and then work towards were they diverge.

Your flows will start to vary when discrepancies in your calculated friction 
loss create higher required pressures at branching connections causing 
over-discharge down the secondary lines. This additional flow will exacerbate 
the variation in required pressure which will then compound to cause more 
over-discharge and more friction-loss as you make your way back to the riser.

Sometimes those very small differences of a psi or two between the initial 
heads/branches can add up to major losses downstream as your flow rates 
over-burden your selected pipe sizes.

Also quick things that are easy to check.

  *   Double check your pipe diameters and C-factors
  *   Equivalent lengths in autosprink! If you are using specific manufacturer 
parts, autosprink generally has them pre-loaded with their specific 
friction-loss characteristics that a different from the NFPA-13 standard ones. 
If you have fittings applied, then remove them temporarily or switch them to 
generic to see if that makes things match.

Just think of this as a great opportunity to sharpen your manual calculation 
skillset 😊

Hope this helps!
Eric Rieve
Rieve Fire Protection

From: August Hoffman <[email protected]>
Sent: Wednesday, June 7, 2023 5:41 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]>
Subject: [Sprinklerforum] Re: AutoSprink Vs HydraCalc

Thank you, it must be user error and I did something wrong with my inputs into 
HydraCalc. My AutoSprink drawing is clean with all proper fittings for sure, 
the safety makes more sense on that calc. Ive used AutoSprink for 4+ years now 
but only just started HydraCAD and HydraCalc a few months ago. Now to figure 
out what I did…

AUGUST HOFFMAN
DESIGNER
NICET WBS 153613


From: Anthony Johnson 
<[email protected]<mailto:[email protected]>>
Sent: Wednesday, June 7, 2023 2:17 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Re: AutoSprink Vs HydraCalc

I use hydra-calc everyday but have compared it's calculations to other programs 
with very little differences. With the disparity you're experiencing I would be 
looking at pre-set hazen-williams coefficients being identical, the NFPA 
fitting multipliers, checking pipe tables for identical pipe ID, backflow 
friction loss curves etc..
In Hydra-calc make sure auto adjust fitting lengths is checked.

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On Wed, Jun 7, 2023 at 1:29 PM Brett Peters 
<[email protected]<mailto:[email protected]>> wrote:
Never used HydraCalc but I’ve redrawn systems done from SprinkCad and the 
Calc’s were pretty much identical when I was done.
Double check that you didn’t end up with double pipe or Mech tees or something 
like that

On Wed, Jun 7, 2023 at 2:16 PM August Hoffman 
<[email protected]<mailto:[email protected]>> wrote:
I was wondering if anyone has compared the calculations between HydraCalc and 
AutoSprink calculations.

Ive been messing around with the 2 lately and I am not getting the same safety 
margins.

.5 or even 1 psi difference wouldn’t surprise me but I am getting 13-20psi 
discrepancies. I have triple and quadruple checked the calcs and while all the 
elevations, pipe lengths, pipe types, fittings ext. are the same I am getting 
different flows and friction losses at different locations along the calc.

I manually input all the HydraCalc info per my plans using the same nodes as 
AutoSprink to better follow the calc. One issue may be the order I input into 
HydraCalc but that ultimately should not matter, the path of the water is still 
correct and the same for both calcs:

Example: For AutoSprink the calc is separated by each individual path – for an 
ESFR calc it follows one line back to the source, then the other 2 lines. Mean 
while I have my HydraCalc sectioned off by *Remote line 1-3, *Float Main, *West 
side of feed main, *East side of feed main, *Riser, *Underground. So the calcs 
side by side do not mirror each other but the water flow path is still the 
same. Most friction losses match with a margin of .02, but the flows very and a 
few stretches of pipe have .5-1 more psi pressure loss on AutoSprink.

Both programs are the latest versions. Im just wondering if one is more 
accurate, or if anyone else has compared the two with the same calc. Im not 
ruling out user error, I am sure that is the case but I have not been able to 
find the issue.

Thank you,

AUGUST HOFFMAN
DESIGNER
NICET WBS 153613

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Thank You
Brett Peters
PFPS Ltd
(780) 777 0568
Sent From My iPhone

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