Feast/famine ratio determined continuous flow aerobic granulation

Yewei Sun1, Bob Angelotti2, Matt Brooks2

  • 1Occoquan Laboratory, Department of Civil and Environmental Engineering, Virginia Tech, 9408 Prince William Street, Manassas, VA 20110, USA; Hazen and Sawyer, 4035 Ridge Top Road, Suite 500, Farfax, VA 22030, USA.

Summary

Aerobic granulation in wastewater treatment requires a specific feast/famine ratio. Continuous flow aerobic granulation failed when the feast/famine ratio exceeded 0.5, indicating its critical role.

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