What is the best design criteria for Anaerobic Baffled Reactor (ABR) in order to treat wastewater (low, medium and high organic loading)?

09 February 2016 1 2K Report

What is the best design criteria for Anaerobic Baffled Reactor (ABR) in order to treat wastewater (low, medium and high organic loading)? If you have any experience or access to the references books or design tables that may be wrote for ABR, please introduce it.

Thanks for your participation in this topic

Regards

Bachir Achour

Dear Zabihollah,

I suggest you the following interesting links

http://wp.wpi.edu/capetown/files/2010/12/Anaerobic-Baffled-Reactor-for-Wastewater-Treatment.pdf

http://www.ewisa.co.za/literature/files/266%20foxon.pdf

http://www.sswm.info/category/implementation-tools/wastewater-treatment/hardware/site-storage-and-treatments/anaerobic-ba

http://ecompendium.sswm.info/sanitation-technologies/anaerobic-baffled-reactor-abr

http://www.ecs.umass.edu/cee/reckhow/courses/697w/papers/Vaidya1.pdf

With my best regards

Prof. Bachir ACHOUR

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