Dissolved air flotation and equalization reactor wastewater treatment tank
Wastewater treatment tank for achieving hydraulic flow equalization and high efficiency soluble biological oxygen demand (BOD) removal. The wastewater treatment tank provides a compact arrangement of at least one dissolved air flotation (DAF) cell and an equalization reactor cell. The tank achieves regulatory wastewater pretreatment requirements for reducing total BOD concentrations below 250 to 300 mg/L.
1. A wastewater treatment tank comprising:
an equalization reactor cell; and,
two dissolved air flotation cells,
wherein the equalization reactor cell and the dissolved air flotation cells are connected by a fluid connector located within the wastewater treatment tank.
2. The wastewater treatment tank according to claim 1 , wherein at least one dissolved air flotation cell has a bottom solids exit port.
3. The wastewater treatment tank according to claim 1 , wherein at least one dissolved air flotation cell has a skimming exit port.
4. The wastewater treatment tank according to claim 1 , further comprising a mixing device for mixing wastewater in the equalization reactor cell.
5. The wastewater treatment tank according to claim 4 , wherein the mixing device is selected from the group consisting of a jet recirculation pump, a floating mixer, a submersible pump, and a jet aeration/mixing header.
6. The wastewater treatment tank according to claim 1 , further comprising an aeration device for aerating wastewater in the equalization reactor cell.
7. The wastewater treatment tank according to claim 6 , wherein the aeration device is selected from the group consisting of a diffuser aerator, a diffuser aeration grid and the jet aeration/mixing header.
8. The wastewater treatment tank according to claim 1 , further comprising a positive displacement blower.
9. The wastewater treatment tank according to claim 1 , further comprising a return activated sludge line for conducting a second effluent flow from a downstream dissolved air flotation cell into the equalization reactor.
10. The wastewater treatment tank of claim 9 , wherein the return activated sludge line comprises at least one of a flow meter and a pump.
11. The wastewater treatment tank according to claim 9 , wherein the return activated sludge line connects the second dissolved air flotation cell to the equalization reactor.
12. The wastewater treatment tank according to claim 1 , wherein the wastewater treatment tank is made from concrete.
13. The wastewater treatment tank according to claim 12 , wherein the wastewater treatment tank is poured in place.
14. The wastewater treatment tank according to claim 12 , wherein the concrete is precast.
15. The wastewater treatment tank according to claim 1 , wherein the wastewater treatment tank is made from prefabricated steel.
16. The wastewater treatment tank according to claim 1 , wherein the wastewater treatment tank is made from stainless steel.
17. The wastewater treatment tank according to claim 1 , wherein the equalization reactor cell further comprises an effluent pump station.
18. The wastewater treatment tank according to claim 1 , wherein an effluent intake port of the first dissolved air flotation cell and an effluent exit port of the second dissolved air flotation cell are provided on a same side wall of the wastewater treatment tank.
19. The wastewater treatment tank according to claim 1 , wherein the first dissolved air flotation cell is provided upstream of the equalization reactor cell and the second dissolved air flotation cell is provided downstream of the equalization reactor cell.
20. A method of providing a wastewater treatment system, comprising installing the wastewater treatment tank according claim 1 .
21. A method for treating wastewater, comprising conducting wastewater into the wastewater treatment tank according to claim 1 , wherein an effluent exiting a second dissolved air flotation cell has a biological oxygen demand of 300 mg/L or less.
22. A method for treating wastewater, comprising conducting wastewater into the wastewater treatment tank according to claim 1 , wherein an effluent exiting a second dissolved air flotation cell has a total Kjeldahl nitrogen (TKN) concentration or ammonia nitrogen concentration of 30 mg/L or less, and, optionally, a nitrite/nitrate concentration of 30 mg/L or less.