Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SDETERS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

12" Watermain Freeze

Status
Not open for further replies.

EIT9667

Structural
Aug 18, 2010
10
I need to determine how long it would take a 12" DI waterline to freeze. Water = 40 degrees. Surrounding = 0 degrees. Conservatively assuming no flow.
 
Replies continue below

Recommended for you

Degrees C or F

Buried?

If so in what, how far.

If pipe was flowing the soil around it, if buried, would be a bit warmer.

What ideas were you thinking of?

Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
 
this is for a watermain with a catchbasin in close proximity (2' away). 2" insulation board is being put between the structure and watermain as a precaution to prevent frost impact/freeze.

However, municipality has requested analysis of how long it will take for pipe to freeze. For simplicity I was going to calculate above ground. Water 40 degrees F, Air/Soil 0 degrees F. Main serves a decent number (200+/-)of homes and businesses so i'm assuming water will never be standing (or not for very long if it does). Hoping to prove it will take a min of 12 hours, which would be the max. it would go unused if no one uses their water overnight.
 
I take it that the water main is existing and CB would be new construction. Move the CB 2 to 3 feet along the curb and reinstall the curb to proper slope. In my opinion the water main should be much deeper if you get 0 degrees.
 
yes CB is new. Watermain is running parallel to the curb and the CB needs to be installed at the low point along the curb. Have already pushed the CB back and added a jog in the curb to get it away from the waterline the 2'. My question is would a 12" waterline serving that number of homes be at risk of freezing?
 
I would suggest that you present the insulating value of your insulating board in terms of equivalent feet of soil, and compare to the standard burial depth of the municipality.
 
Your water pipe in air model is too far removed from reality. Also the idea that it could freeze almost solid overnight, then thaw open again is misguided. If it really lost significant cross-section to ice, the main couldn't provide needed fire flow at that time. Typical approaches discussed above-provide equivalent thermal protection as provided by ground cover. And the 1" insulation =2 feet soil agrees with our experience & thermal modelling.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor