Continuous membrane filtration and solids reduction
View Patent ↗A method and system of treating wastewater that can provide operating flexibility is disclosed. The system is operated with a sequencing batch reactor, which is typically cycling to any of fill, react, settle, decant, and idle stages, to treat the wastewater. The system can further utilize a membrane filtration system to further treat water from the sequencing batch reactor and produce suitable water. A solids-reducing system can be connected to the sequencing batch reactor and reduce an amount of biodegraded solids by converting the character or distribution of microorganisms population in the biomass.
1. A method of treating wastewater comprising:
introducing wastewater to be treated into a biological reactor;
aerating at least a portion of the wastewater to promote conversion of at least a portion of undesirable components in the wastewater into a first biomass in the biological reactor;
allowing at least a portion of the first biomass to settle in the biological reactor thereby producing a solids-rich liquor and a solids-lean liquor;
transferring at least a portion of the solids-lean liquor into a membrane filtration system; and
transferring at least a portion of the solids-rich liquor into a biological solids reduction system.
2. The method of claim 1 , further comprising retaining at least a portion of the solids-lean liquor in an equalization tank prior to transferring into the membrane filtration system.
3. The method of claim 2 , further comprising introducing a portion of retained solids-lean liquor from the membrane filtration system into the biological reactor.
4. The method of claim 3 , further comprising withdrawing treated water through the membrane filtration system.
5. A method of facilitating wastewater treatment comprising:
providing a membrane filtration system comprising a retentate liquor outlet;
fluidly connecting the membrane filtration system downstream of a sequencing batch reactor system;
fluidly connecting the retentate liquor outlet of the membrane filtration system to an inlet of the sequencing batch reactor system; and
connecting a solids-reducing biological system to a sludge outlet of the sequencing batch reactor system.
6. The method of claim 5 , wherein fluidly connecting the membrane filtration system comprises fluidly connecting the sequencing batch reactor system upstream of an equalization tank and fluidly connecting the membrane filtration system downstream of the equalization tank.
7. The method of claim 5 , further comprising connecting a retentate outlet from the solids-reducing bioreactor system to an inlet of the sequencing batch reactor system.
8. The method of claim 7 , further comprising fluidly connecting a solids separator unit downstream of at least one of the solids-reducing biological system and the membrane filtration system.
9. A method of treating water comprising:
filling a basin of a sequencing batch reactor with water to be treated to form mixed liquor;
aerating the mixed liquor in the basin to promote biological activity therein;
decanting from the basin a solids-lean water formed after allowing at least a portion of the solids to settle into a solids-rich sludge;
transferring at least a portion of the solids-rich sludge into a bioreactor; and
converting a microorganism population distribution of the solids-rich sludge into a facultative-organism dominant population distribution.
10. The method of claim 9 , further comprising
contacting at least a portion of the decanted solids-lean water to a membrane filtration system.
11. The method of claim 10 , further comprising withdrawing permeate water from the membrane filtration system.
12. A method of treating water comprising:
filling a basin of a sequencing batch reactor with water to be treated to form mixed liquor;
aerating the mixed liquor in the basin to promote biological activity therein;
allowing at least a portion of the solids in the mixed liquor to settle into a solids-rich sludge below a solids-lean water layer;
decanting at least a portion of the solids-lean water;
contacting the decanted solids-lean water to a membrane filtration system; and
promoting growth of facultative microorganisms over obligate aerobic microorganisms in at least a portion of the solids-rich sludge.
13. The method of claim 12 , wherein promoting growth of facultative microorganisms comprises:
introducing the at least a portion of the solids-rich sludge into an interchange bioreactor; and
regulating air introduced onto the interchange bioreactor.