Aeration in sludge holding tanks as an economical means for biosolids odor control—A case study

Abnormally high-odor detection threshold (DT) values were detected for biosolids produced at one of the water resource recovery facilities (WRRFs) of Washington Suburban Sanitary Commission. As an inexpensive countermeasure, aeration of thickened sludge holding tanks (SHTs) was tested as a solution for mitigating the subsequent biosolids odor emission. Experimental results indicated that the extremely low-oxidation reduction potential (ORP) in the SHTs and the fermentation of high-rate-activated sludge were primarily contributors to the odor emission from the dewatered cake. Two rounds of bench-scale experiments on different days confirmed that aerating the sludge in holding tanks reduced peak emission concentrations of sulfurous odorous compounds such as hydrogen sulfide (H2 S), methanethiol (MT), and dimethyl sulfide (DMS) from 203, 110, and 20 mg m-3 g-1 dry to 119, 70, and 14 mg m-3 g-1 dry, respectively. Further preliminary full-scale validation study showed that even a slight ORP improvement from -180 mV to -162 mV reduced the peak H2 S concentration from 87 to 48 mg m-3 g-1 dry and decreased the biosolids DT value from 4266 to 1862. It was concluded that lifting ORP in SHTs through aeration can be used by utilities as a simple means for biosolids odor control. PRACTITIONER POINTS: Anaerobic storage of high-rate active sludge was the main reason for the excessive biosolids odor. Aeration of sludge holding tanks can effectively reduce biosolids odor. A slight oxidation reduction potential improvement substantially reduced biosolids odor.