US 6,387,264 B1Granted

Unified fermentation and thickening process

AssigneesCleanWater Services, HDR Engineering, Inc.

InventorRobert James Baur

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Abstract

A method for treating wastewater that generates a supernatant having a concentration of volatile fatty acids (VFAs) that falls within a specified range and a sludge that has percent total solids. The method includes the steps of providing a fermentation tank and a gravity thickener, operatively connected to the fermentation tank. The wastewater is permitted to flow continually or intermittently into the fermentation tank and a portion of the wastewater overflows the fermentation tank, thereby defining an overflow rate. The fermentation tank is subjected to anaerobic conditions and the wastewater in the tank is permitted to stratify so that sludge forms at the bottom of the tank. In addition the sludge is continually pumped from the bottom of the fermentation tank so that each stratification level within the fermentation tank corresponds to a sludge residence time that in turn corresponds to a range of VFA concentrations. The overflow from the fermentation tank is combined with the sludge from the fermentation tank in the gravity thickener, permitting VFAs to be separated from the sludge and mixed into the overflow to form a supernatant rich in VFAs. The sludge is conditioned by elutriation to improve settling characteristics. The rate of the pumping of the sludge from the bottom of the gravity thickener tank to a proportion of the overflow rate, the proportion being set such that the sludge has the specified percent total solids independent of VFA production.

Claims4

Dependent claims

A method for treating wastewater that generates a supernatant having a concentration of volatile fatty acids (VFAs) that fall within a specified range and a sludge that has specified percent total solids independent of VFA production, said method comprising the steps of:

(a) providing a fermentation tank and a gravity thickener, operatively connected to said fermentation tank;
(b) permitting primary sludge to flow continually or intermittently into said fermentation tank and permitting a portion of said wastewater to overflow said tank, thereby defining an overflow rate;
(c) subjecting said fermentation tank to anaerobic conditions;
(d) allowing said wastewater in said tank to stratify so that a sludge forms at the bottom of said tank;
(e) continually pumping said sludge from the bottom of said fermentation tank so that each stratification level within said fermentation tank corresponds to a sludge residence time that in turn corresponds to a range of VFA concentrations;
(f) combining overflow liquids from said fermentation tan with said sludge from said fermentation tank in said gravity thickener, permitting VFAs to be separated from said sludge and mixed into said overflow to form a supernatant rich in VFAs;
and
(g) setting the rate of said pumping of said sludge from said bottom of said fermentation tank to a proportion of said overflow rate, said proportion being set such that said supernatant has a concentration of VFAs that falls within said range of concentrations and so that said sludge has said percent total solids.

5 more elements

Dependencies are inferred from the claim text.