When doing vertical turbine calcs, I have given my pump a dummy source,
such as a 5 foot long 10" diameter pipe and then run this through the
pump curve in the calculation software. My source is zero pressure and
flow so all pressure and flow at the discharge of the pump is a result
of the pump curve that I input. 

Keep in mind that your pump discharge elevation is actually at about the
top of the bowls. What looks like the "discharge flange" for a vertical
turbine pump is actually just a 90 degree turn for where the water
enters your piping above your tank or reservoir. I believe the rated
capacity of vertical turbine pumps is assuming a drained tank with the
water level just above the bowls; so, if your water level is any higher
than this, you will have a higher discharge pressure than shown on the
pump rating. 

Justin D. Reid, P.E.
Project Engineer
RLH Fire Protection 
3430 Unicorn Road
Bakersfield, CA 93308
Office: (661) 410-1350
Cell: (213) 798-0251
Fax: (661) 322-6816
[EMAIL PROTECTED] 
 

 
-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Dyce
Geoffrey H.
Sent: Thursday, February 28, 2008 12:56 PM
To: [email protected]
Subject: (no subject)

I am becoming very lazy in my old age and should know this answer.
Using a vertical shaft pump, is it acceptable to begin my calcs at the
pump discharge.  For example...a 1000 gpm pump at 100 lbs.  My source
node will be 1000 at 100 psi.  Any problem doing this??
Thanks in advance.


Geoffrey H. Dyce

Sales Manager

Industrial Fire & Safety

12075-34th St N, Unit A

St. Petersburg, Fl  33716

Ph:  727-573-1556

Fx:  727-572-7266

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