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RE: CMU in water/wastewater

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Sherman 

    I talked with an engineer here who has used CMU for some work in Waste Water Treatment Plants.  These where in locations where leakage was not a problem.  CMU was used in chlorine contact tanks where the effluent was required to have a long detention time and between sludge drying beds.  In both locations the walls were not required to contain water from the surrounding environment.

Acie Chance

-----Original Message-----
From: Sherman, William [mailto:ShermanWC(--nospam--at)cdm.com]
Sent: Wednesday, December 14, 2005 9:54 AM
To: seaint(--nospam--at)seaint.org
Subject: CMU in water/wastewater


I have been asked to consider the use of CMU for flow divider walls in a
wastewater basin, for cost reduction vs concrete.  My understanding is
that CMU has been used in submerged conditions in water treatment, but
I'm not sure about wastewater applications.  Do any others have
experience with submerged CMU?  

I would assume that submergence in water actually helps keep a "moist
cure" and prevents drying, although the top of wall would be above the
water surface.  Anyone had any problems with the exposed portion of CMU
due to differential moisture or due to potential freezing in a moist
condition?  Or problems during maintenance with basins dewatered, i.e. a
change in moisture conditions? 

The location in the wastewater treatment process is at a point where
hydrogen sulfide attack is not a significant problem.  But it seems
undesirable to allow waste materials to seep into relatively porous CMU
vs a denser concrete, even if the CMU maintains its strength.  Any other
thoughts on such usage? 


William C. Sherman, PE 
(Bill Sherman) 
CDM, Denver, CO
Phone: 303-298-1311
Fax: 303-293-8236
email: shermanwc(--nospam--at)cdm.com

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