The BiO3 Service approach to concrete pipe and structure corrosion control is to work on the cause of the corrosion.

Cause: The underlying cause of concrete corrosion is the dissolved sulfides in the wastewater. Dissolved sulfides are created by anaerobic sulfate-reducing bacteria (SRB’s) during their growth cycle – they take an oxygen atom from sulfate in the wastewater thereby reducing the sulfate to sulfide.

Effect: When the wastewater reaches an airspace (force main air pocket, gravity main, wetwell or grit pit) and conditions are right (pH and temperature) then the dissolved sulfides in the wastewater form Hydrogen Sulfide (H2S) which offgases into the headspace.

The H2S is then oxidized to sulfuric acid by aerobic bacteria on the moist concrete surfaces. The sulfuric acid attacks the concrete, causing the corrosion.

Control Approach : The BiO3 corrosion control approach is to work on the cause, i.e. to reduce the dissolved sulfide levels in the wastewater thereby reducing the corrosion precursors. This is accomplished with BiO3 Bioaugmentation. For more information, click on BiO3 Bioaugmentation.

Baton Rouge Corrosion Control Study

As a part of the contract with Baton Rouge, an engineering firm, Chenevert, Songy, Rodi, Soderderg (CSRS), was commissioned to perform a corrosion study.

The findings of their study were:

1. Microbial feed in the South Suburban Transportaation Network will reduce corrosion at the South Treatment Plant headworks by 80-90% as compared to an untreated waste stream.

2. The reduced corrosion rates resulting from microbial feed will increase the concretes structures' useful life by a factor of 4-6 times-possibly as much as 12 times if Dissolved Sulfide levels stabilize at 2.0 mg/l.

3. Corrosion in pump station wet wells at the extremities of the transportation network, while minimal to begin with, can be reduced by a factor of 10, thus increasing the structural life of the wet well by the same factor.

4. Provided that the Air Release Values on the force main system are Maintained and no pockets of air are allowed to accumulate, there should be little or no corrosion to the interior of the force main piping.

To read the complete executive summary of this study, click on (CSRS Study).

Contact Us: If you have questions and/or want to discuss a specific problem, please contact us . cliff@biothree.com

 
 
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