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Fire Pump Type with Underground Storage Tank?

7/20/2020

12 Comments

 
I’m working in the construction of 4-star hotel. The water storage tank is underground made from concrete and the pump room is located above the water tank. The designer specified the fire pumps to be vertical split-case type! In order to follow code, I proposed to install vertical turbine pumps instead of the specified vertical-split case.

The supervisor Engineer is insisting to follow the specification of the fire pump and pushing me to create an underground pump room in order to install the specified pump set.

Any recommendations to avoid this directive?

I have a bad flooding experiences with this this type of subgrade pump rooms.

​​​​​​Submitted anonymously and posted for discussion. Discuss This | Submit Your Question | Subscribe
12 Comments
Thomas Jones
7/20/2020 09:10:02 am

Explaining to them past issues and how much water they could expect due to a failure would be your best options. Also, NFPA 20 has special requirements for fire pump rooms that do not have direct access to the outside (4.13.2, NFPA 20). Maybe this will help make the argument to keep it above ground. Another thing that you may want to check is your local fire marshal may not even allow a fire pump room that doesn't have direct access to the outside per their own local policy.

Reply
Sakhr Saleh
7/28/2020 03:39:49 pm

Thank you Thomas
I will prepare an RFI supported with 4.13.2 NFPA20 and submit it to the Engineer

Reply
Glenn Berger
7/20/2020 10:14:58 am

You can also inform them of potential NPSH issues. I suspect that you have a building designer that does not know the differences between vertical centrifugal pumps and vertical turbine pumps.

Reply
Sakhr Saleh
7/28/2020 03:46:05 pm

Thank you Glenn
You’re right, the building is designed in UK, l think that the BS is not against the negative suction in the fire pumps

Reply
Iwan Foster
3/28/2021 08:40:23 am

Dear Glenn
If we have an underground water tank not located underneath the pump rooms; is it correct that the vertical turbine pumps are not working in this case.
The horizontal distance from the location of the pumps in the ground level is about 2.5m ; the depth of the section point = 3m below the ground level of the pump room.
I appreciate your kind advice if there is any example that supplied vertical turbine pumps with such case

Reply
Greg Lindholm
7/20/2020 10:17:32 am

I have had experience with two pump rooms like this, and both have had nothing but major problems with corrosion of everything in them. On one of them, we have had to replace the Jockey Pump every two or three years for the past 15 years or so.

Reply
Sakhr Saleh
7/28/2020 03:38:08 pm

Thank you Greg
It’s good to be informed with another disadvantage of this type of pumprooms

Reply
Rusty Scott
7/20/2020 12:07:01 pm

Agreed with @Glenn, sounds like they don't know the difference or they forgot to change the pump spec/schedule/typo. Best practice you have to maintain at a positive suction side of the fire pump which wouldn't be possible with a below grade tank. Recommend you RFI if the fire pump room is above water storage level, and send in the respective NFPA 20 codes explaining the difference in terminology. The room flooding issue is more of an architectural issue and we recommend that they don't skimp on the water proofing. In Charleston SC, we have to do these Vertical Turbine style pump rooms with below grade storage on all highrises due to the inability to elevate the water storage (seismic region). In the case of the underground fire pump room, you'll need a 2-hr rated pathway out.

Reply
Sakhr Saleh
7/28/2020 03:38:33 pm

Thank you Rusty
I’ll prepare an RFI supported with respective NFPA 20

Reply
James Peterkin
11/18/2022 10:51:52 am

Rusty,
I have done the underground tanks with a vertical turbine pump in the past but I was curious as to what you specified for the tanks to maintain a clean supply. Did you include any type of water treatment for the water sitting in the tank? Did you use a concrete tank or a fiberglass tank underground? If a concrete tank, did you provide an epoxy coating? I am looking at a current design that needs a ~30,000 gal. underground tank to meet the on-site supply requirements (also seismic).

Thanks

Reply
Peter DeGloma
7/20/2020 05:30:25 pm

Maybe they don't want to see the pump. If you're installing the job, don't design the job. If you're the EOR, don't install it. If you think it's a mistake, ignore the RFI chain and call the office of the engineer on the FP drawing.

Reply
Sakhr Saleh
7/28/2020 03:38:58 pm

Thank you Peter for your advice
I started with contacting the Engineer’s office for technical discussion

Reply



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