killi
Structural
- Jan 9, 2007
- 17
Hi,
Given a 350mm thick concrete wall, backfilled. The external water barrier fails and water pressure against the concrete is established. The concrete wall is uncracked. Up to 4m head of water.
Inside is an archive for important documents.
As consultants, we have been asked to quantify the amount of water that can infiltrate through the uncracked wall. This in order to design the de-humidification system.
Does anyone know of any formulae for this?
Thanks.
Given a 350mm thick concrete wall, backfilled. The external water barrier fails and water pressure against the concrete is established. The concrete wall is uncracked. Up to 4m head of water.
Inside is an archive for important documents.
As consultants, we have been asked to quantify the amount of water that can infiltrate through the uncracked wall. This in order to design the de-humidification system.
Does anyone know of any formulae for this?
Thanks.
