Hi Rich!

Tank you for your feedback.

I think you are right on target of what I wanted and yes I live under
conservative code.

According to our European and Swedish rules we can not use water under the
center of the pump and still call it positive head. If I understand you
correctly so do you over there as well?

We can still use this water, however then the pumps need different equipment
to verify that the suction pipe is always filled with water (negative head
arrangement).

Some people over here read your NFPA rules (read NFPA 22 4.1.3) and try to
interpret this to be positive head volume, just because they use a vortex
plate.

I agree that I have never encountered a full system fire like my
calculation, but when my design is up for review that does not help.
We have a few, what you might consider conservative, inspectors over here.
Sometimes one can discuss with them and AHJ to find a different solution.

One can argue if this is really good for our industry, if some people can
get away with things not according to our code and some people can not due
to personal relations with AHJ and inspectors.

Best regards/ Leif Glans

www.lg-sprinklerkonsulten.com

LG Sprinklerkonsulten
PG Vejdes vag 15
351 96 Vaxjo

Sweden

Phone: +46 470-74 50 25
Fax: +46 470-74 50 26
Mobil: +46 734-28 13 10


-----Ursprungligt meddelande-----
Från: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] För Richard Malek
Skickat: den 16 januari 2007 04:41
Till: [email protected]
Ämne: RE: Positive static head for tanks

Leif,
Look at 5.1.2.2 in NFPA 22 specifically for welded steel suction tanks, they
seem to use a different definition for net capacity. Here they define it as
between the outlet opening of the discharge pipe and the inlet of the
overflow. That seems as though it would be a more conservative way to define
net capacity than 4.1.3. Typical centrifugal pump guidance would tell you
that only water above the center line elevation of the pump would be
considered positive. Personally, I don't get to hung up about it - I
consider duration calculations somewhat nominal. We are not talking about a
process with a real-world defined demand that will be flowing on a daily
basis, etc. Do you base it on a supply calc, demand calc, where is the
operating area in a real fire, how big is it, do the hose streams that get
used equal a nice 100, 250, or 500 gpm.

Also, I think Art was answering a slightly different question than you were
asking. I think he was focusing on whether to take credit for any positive
head from the tank when developing your water supply from the pump/tank
arrangement. I think you were asking whether the water at the vortex plate
elevation that might be below the pump center line could still be considered
positive (because it is considered part of the net capacity in 22-4.1.3).
This might be an area where you might not see clear guidance and alignment
between 20 and 22. I'm sure you are probably aware of it, but just wanted to
make one follow comment to Art's response. If you have system pressures
where you are watching churn pressures, be sure to take into account the
positive head from the tank in that case and watch your pump curve,
particularly if it is steep and you're designing out beyond 100% rated
capacity. If your real tight and using a diesel driver in particular,
accounting for diesel droop will fine tune any churn calculations as well.

Rich

Richard Malek
[EMAIL PROTECTED]


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] Behalf Of Leif Glans
Sent: Monday, January 15, 2007 3:04 PM
To: [email protected]
Subject: SV: Positive static head for tanks


Thank you for the information Art!

In Europe we say that centre of pump must be equal or lower than the lower
line for calculation net capacity in tanks. Therefore, we usually end up
with pump room floor lower than the bottom of the tank to minimize unusable
volume or we need to have to install pumps working with negative suction
head and install small tanks above the pumps to fill them with water if
necessary to avoid air in the systems (Negative suction is allowed but we
try to avoid it).

Do NFPA have a similar rule concerning were the pump located and positive
head? (I could not find when I did a search in my PDF version)

Some people over here argue that if one uses a vortex plate one can still
use this volume even if one have a pump room floor levelled with bottom of
the tank and as well be on the positive head.

If I understand you correctly, they are wrong?

Why am I telling you this, well now we (in Sweden) need to use NFPA rules
for EC sprinkler, ESFR, etcetera as well as our own standard (Swedish) which
are on top of European standard. It starts to be vary confusing with all
this rules and I just try to find some common ground.

I'm sorry for my bad English. I hope that you understand me.

Best regards/ Leif Glans

www.lg-sprinklerkonsulten.com

LG Sprinklerkonsulten
PG Vejdes vag 15
351 96 Vaxjo

Phone: +46 470-74 50 25
Fax: +46 470-74 50 26
Cell: +46 734-28 13 10


-----Ursprungligt meddelande-----
Från: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] För art
Skickat: den 15 januari 2007 20:23
Till: [email protected]
Ämne: RE: Positive static head for tanks

NO. As the tank empties or reduces to zero this head disappears. Assume the
tank is nearly empty. That is the static head. If the tank is on a hill the
elevation from base of the tank will provide you some static head.
Art
ATCO FIRE/Tiroly & Associates

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Leif Glans
Sent: Monday, January 15, 2007 12:26 PM
To: [email protected]
Subject: Positive static head for tanks

Hi!

If one uses Centrifugal Pump according to NFPA 20, one should not use it if
static suction lift is required (6.1.2, A 6.1.2)

According to NFPA 22 4.1.3 for suctions tanks, the net capacity shall be the
number of cubic meters (U.S. gallons) between the inlet of the overflow and
the inlet of the vortex plate

Is all of this volume considered positive head according to NFPA?



Best regards/ Leif Glans

www.lg-sprinklerkonsulten.com

LG Sprinklerkonsulten
PG Vejdes vag 15
351 96 Vaxjo

Sweden

Phone: +46 470-74 50 25
Fax: +46 470-74 50 26
Cell: +46 734-28 13 10




_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum

Reply via email to