Hybrid aerobic and anaerobic wastewater and sludge treatment systems and methods
View Patent ↗A hybrid method and system of treating wastewater with reduced energy usage is disclosed. The treatment system has a sorption system, an anaerobic digester that digests or converts at least a portion of the solids or sludge from the sorption system, and an aerobic treatment tank that partially reduces oxygen demand of a portion of the sludge from the sorption tank.
1. A wastewater treatment system comprising:
a first treatment unit comprising one of a biological sorption tank, an aerobic treatment tank, an anoxic treatment tank, and an anaerobic digester, the first treatment unit having a treatment unit inlet and a mixed liquor outlet;
a first separator having a first separator inlet in fluid communication with the mixed liquor outlet, a first solids-lean fluid outlet, and a first sludge outlet;
an anaerobic digester having a digester inlet in fluid communication with the first sludge outlet, and a first digester outlet;
a second separator having a second separator inlet in fluid communication with the first digester outlet, a second solids-lean fluid outlet, and a second sludge outlet, the second sludge outlet in fluid communication with the treatment unit inlet;
a third separator fluidly connected downstream of the first sludge outlet and upstream of the digester inlet, and having a third solids-lean fluid outlet and a thickened sludge outlet, the first treatment unit, the first separator, and the third separator configured to produce a thickened sludge having a first concentration of a methanogenic bacteria, the anaerobic digester configured to produce a digested anaerobic sludge having a second concentration of the methanogenic bacteria, the first concentration being at least about 10% of the second concentration; and
a precipitation vessel in fluid communication with the second solids-lean fluid outlet.
2. The system of claim 1 , further comprising an aerobic treatment unit having an aerobic inlet in fluid communication with the first sludge outlet, a second digester outlet of the anaerobic digester, and with the third solids-lean fluid outlet, and having an aerobic outlet in fluid communication with the treatment unit inlet.
3. The system of claim 1 , wherein the first concentration is at least about 25% of the second concentration.
4. The system of claim 3 , wherein the first concentration is at least about 50% of the second concentration.
5. The system of claim 1 , wherein the third separator contains a first consortium of bacteria with a concentration of methanogenic microorganisms that is a substantial fraction of a concentration of methanogenic microorganisms in a second consortium of bacteria contained in the anaerobic digester.
6. The system of claim 5 , wherein the substantial fraction is at least about 10%.
7. The system of claim 6 , wherein the substantial fraction is at least about 25%.
8. The system of claim 7 , wherein the substantial fraction is at least about 50%.
9. A wastewater treatment system comprising:
a first treatment unit comprising one of a biological sorption tank, an aerobic treatment tank, an anoxic treatment tank, an anaerobic digester, and a sequencing batch reactor, the first treatment unit having a treatment unit inlet and a mixed liquor outlet;
a first separator having a first separator inlet in fluid communication with the mixed liquor outlet, a first solids-lean fluid outlet, and a first sludge outlet;
an anaerobic digester distinct from the first treatment unit and having a digester inlet in fluid communication with the first sludge outlet, and a first digester outlet;
an aerobic stabilization tank having a stabilization tank inlet in fluid communication with the first digester outlet though a conduit fluidly connecting the stabilization tank inlet and the first digester outlet, and a stabilization tank outlet in fluid communication with the treatment unit inlet through a conduit fluidly connecting the stabilization tank outlet and the treatment unit inlet;
the system configured to directing a first fraction of a solids-rich sludge from the first sludge outlet into the digester inlet in an amount resulting in a concentration of methanogenic bacteria present in the solids-rich sludge being at least 10% of a concentration of methanogenic bacteria present in mixed liquor in the anaerobic digester.
10. The system of claim 9 , further comprising a conduit fluidly connecting the first sludge outlet and a second inlet of the aerobic stabilization tank and configured to direct a second fraction of the solids-rich sludge from the first sludge outlet into the second inlet of the aerobic stabilization tank.
11. The system of claim 10 , further comprising a sludge thickener fluidicly disposed between the first sludge outlet and the digester inlet and having a thickened sludge outlet configured to direct thickened sludge separated from the first fraction of the solids-rich sludge into the digester inlet and a solids-lean effluent outlet configured to direct a solids-lean effluent separated from the first fraction of the solids-rich sludge into the aerobic stabilization tank.
12. The system of claim 11 , further including a second separator having a second separator inlet in fluid communication with a second digester outlet of the anaerobic digester, the second separator configured to separate anaerobically digested sludge from the anaerobic digester into a separated solids-lean fluid and a separated solids-rich sludge and to direct the separated solids-lean fluid to a separated solids-lean fluid outlet and to direct the separated solids-rich sludge to a separated solids-rich sludge outlet.
13. The system of claim 12 , further comprising a precipitation vessel having a precipitation vessel inlet in fluid communication with the separated solids-lean fluid outlet of the second separator, the precipitation vessel configured to precipitate one of a nitrogen containing compound and a phosphorous containing compound from the separated solids-lean fluid.
14. The system of claim 12 , wherein the separated solids-rich sludge outlet of the second separator is in fluid communication with the treatment unit inlet.
15. The system of claim 12 , wherein the first solids-lean fluid outlet is in fluid communication with the second separator.
16. The system of claim 15 , wherein the second separator is configured to wash precipitates and/or retained solids from the second separator with a solids-lean fluid from the first solids-lean fluid outlet.
17. The system of claim 16 , wherein the second separator comprises a membrane filter and washing precipitates and/or retained solids from the second separator with the solids-lean fluid comprises backwashing a membrane of the membrane filter with the solids-lean fluid.
18. A wastewater treatment system comprising:
a first treatment unit comprising one of a biological sorption tank, an aerobic treatment tank, an anoxic treatment tank, and an anaerobic digester, the first treatment unit having a treatment unit inlet and a mixed liquor outlet;
a first separator having a first separator inlet in fluid communication with the mixed liquor outlet, a first solids-lean fluid outlet, and a first sludge outlet;
an anaerobic digester having a digester inlet in fluid communication with the first sludge outlet, and a first digester outlet;
a second separator having a second separator inlet in fluid communication with the first digester outlet, a second solids-lean fluid outlet, and a second sludge outlet, the second sludge outlet in fluid communication with the treatment unit inlet;
a third separator fluidly connected downstream of the first sludge outlet and upstream of the digester inlet, the third separator containing a first consortium of bacteria with a concentration of methanogenic microorganisms that is a substantial fraction of a concentration of methanogenic microorganisms in a second consortium of bacteria contained in the anaerobic digester; and
a precipitation vessel in fluid communication with the second solids-lean fluid outlet.
19. The system of claim 18 , wherein the substantial fraction is at least about 10%.
20. The system of claim 19 , wherein the substantial fraction is at least about 25%.