SprinklerDesigner2
Mechanical
- Nov 30, 2006
- 1,264
I've never run into something like this before.
We know the decision to use velocity pressures in the calculations is up to the designer and if I am running close I will check to see if there is an advantage and while there is a difference I've never run into something this weird.
I know the grid isn't the usual with both ends of the near and far mains being connected
Can anyone give me an insight as to why the remove area moves adjacent to the near main when not using velocity pressures? I am at a loss, I have never seen something like this and if a plan reviewer asks I would be at a loss for an answer.
Just noticed it is an ESFR system (K16.8 52 psi) and my calcs are heads per line for a total of 12 heads and not the three heads per line my sketch indicates. The calculations are correct at four heads per line.
We know the decision to use velocity pressures in the calculations is up to the designer and if I am running close I will check to see if there is an advantage and while there is a difference I've never run into something this weird.
I know the grid isn't the usual with both ends of the near and far mains being connected

Can anyone give me an insight as to why the remove area moves adjacent to the near main when not using velocity pressures? I am at a loss, I have never seen something like this and if a plan reviewer asks I would be at a loss for an answer.
Just noticed it is an ESFR system (K16.8 52 psi) and my calcs are heads per line for a total of 12 heads and not the three heads per line my sketch indicates. The calculations are correct at four heads per line.