Systems and methods for reducing sludges produced by wastewater treatment facilities
View Patent ↗The invention relates to methods and systems of improving sludge removal and maintaining effluent quality. The methods include directing an incoming wastewater stream to a treatment facility, the steam having a flow of at least 20,000 gallons per day; the incoming wastewater stream having at least 50 mg/L solids and 100 mg/L BOD; removing solids and BOD from the incoming wastewater stream in the treatment facility to provide a final effluent stream; the final effluent stream having less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream; the removal of solids and BOD yielding less than about 0.25 pounds of secondary sludge per pound of BOD removed.
1. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing an incoming wastewater stream to a treatment facility, the stream having a flow of at least 20,000 gallons per day;
the incoming wastewater stream having at least 50 mg/L solids and 100 mg/L: BOD;
removing solids and BOD from the incoming wastewater stream in the treatment facility to provide a final effluent stream;
the final effluent stream having less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream; and
the removal of solids and BOD yielding less than about 0.25 pounds of secondary sludge per pound of BOD removed.
2. The method of claim 1 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.25 pounds of secondary sludge per pound of BOD removed.
3. The method of claim 1 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 400 mg/L BOD and the removed solid is less than about 0.25 pounds secondary sludge per pound of BOD removed.
4. The method of claim 1 , wherein the incoming wastewater stream has at least about 50 mg/L solids and 100 mg/L BOD and the removed solid is less than about 0.25 pounds of secondary sludge per pound of BOD removed.
5. The method of claim 1 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.125 pounds of secondary sludge per pound of BOD removed.
6. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing an incoming wastewater stream to a treatment facility, the stream having a flow of at least 20,000 gallons per day;
the incoming wastewater stream having at least 50 mg/L solids and 100 mg/L BOD;
removing solids and BOD from the incoming wastewater stream in the treatment facility to provide a final effluent stream;
the final effluent stream having less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream;
the removal of solids and BOD yielding less than about 0.25 pounds of biological sludge per pound of BOD removed.
7. The method of claim 6 , wherein the incoming wastewater stream has at least about 100 mg/L solids and BOD yielding less than about 0.25 pounds of biological sludge per pound of BOD removed.
8. The method of claim 6 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 400 mg/L BOD and the removed solid is less than about 0.25 pounds of biological sludge per pound of BOD removed.
9. The method of claim 6 , wherein the incoming wastewater stream has at least about 50 mg/L solids and 100 mg/L BOD and the removed solid is less than about 0.125 pounds of biological sludge per pound of BOD removed.
10. The method of claim 6 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.25 pounds of biological sludge per pound of BOD removed.
11. A method of improving sludge removal and maintaining effluent quality, the method comprising:
the incoming wastewater having at least 50 mg/L solids and 100 mg/L BOD;
removing solids from the incoming wastewater stream in the treatment facility to provide a first final effluent stream;
the first effluent stream having less than 10% of the solids of the incoming wastewater stream and less than 10% of the BOD of the incoming wastewater stream;
treating the wastewater stream by addition of a treatment batch from a biofermentor,
whereby the pounds of sludge removed is reduced by at least about 10% without increasing the solids and BOD in the final effluent stream.
12. The method of claim 11 , wherein the treatment batch is added to a primary clarifier.
13. The method of claim 11 , whereby the pounds of sludge removed is reduced by at least about 25% without increasing the solids and BOD in the final effluent stream.
14. The method of claim 11 , whereby the pounds of sludge removed is reduced by at least about 50% without increasing the solids and BOD in the final effluent stream.
15. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing an incoming wastewater stream to a treatment facility, the stream having a flow of at least 20,000 gallons per day; and
removing biological solids and BOD from the incoming wastewater stream in the treatment facility to provide a final effluent stream,
wherein the final effluent stream having less than 10% of the biological solids of the wastewater stream and less than 10% of the BOD of the wastewater stream and
wherein the removal of solids and BOD yielding less than about 0.25 pounds of biological solids per pound of BOD removed.
16. The method of claim 15 , wherein the sludge comprises a primary sludge.
17. The method of claim 15 , wherein the sludge comprises a primary sludge and a biological sludge.
18. The method of claim 15 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.25 pounds of biological solids per pound of BOD removed.
19. The method of claim 15 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 400 mg/L BOD and the removed solid is less than about 0.125 pounds of biological solids per pound of BOD removed.
20. The method of claim 15 , wherein the incoming wastewater stream has at least about 50 mg/L solids and 100 mg/L BOD and the removed solid is less than about 0.125 pounds of biological solids per pound of BOD removed.
21. The method of claim 15 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.125 pounds of biological solids per pound of BOD removed.
22. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing an incoming wastewater stream to the treatment facility, the stream having a flow of at least 20,000 gallons per day;
the incoming wastewater stream having at least 50 mg/L solids or at least 100 mg/L BOD;
removing solids and BOD from the incoming wastewater stream in a treatment facility to provide a final effluent stream;
the final effluent stream having less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream;
the removal of solids and BOD yielding less than about 0.25 pounds of secondary sludge per pound of BOD removed.
23. The method of claim 22 , wherein the incoming wastewater stream has at least about 100 mg/L solids and at least about 200 mg/L BOD and the removed solid is less than about 0.25 pounds of secondary sludge per pound of BOD removed.
24. The method of claim 22 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 400 mg/L BOD and the removed solid is less than about 0.25 pounds of secondary sludge per pound of BOD removed.
25. The method of claim 22 , wherein the incoming wastewater stream has at least about 50 mg/L solids and 100 mg/L BOD and the removed solid is less than about 0.125 pounds of secondary sludge per pound of BOD removed.
26. The method of claim 22 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.125 pounds of secondary sludge per pound of BOD removed.
27. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing incoming wastewater stream to a treatment facility, the stream having a flow of at least 20,000 gallons per day;
the incoming wastewater stream having at least 50 mg/L solids or at least 100 mg/L BOD;
the final effluent stream having less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream;
the removal of solids and BOD yielding less than about 0.25 pounds of biological sludge per pound of BOD removed.
28. The method of claim 27 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.25 pounds of biological sludge per pound of BOD removed.
29. The method of claim 27 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 400 mg/L BOD and the removed solid is less than about 0.25 pounds of biological sludge per pound of BOD removed.
30. The method of claim 27 , wherein the incoming wastewater stream has at least about 50 mg/L solids and 100 mg/L BOD and the removed solid is less than about 0.125 pounds of biological sludge per pound of BOD removed.
31. The method of claim 27 , wherein the incoming wastewater stream has at least about 100 mg/L solids and 200 mg/L BOD and the removed solid is less than about 0.125 pounds of biological sludge per pound of BOD removed.
32. A method of improving sludge removal and maintaining effluent quality, the method comprising:
directing an incoming wastewater stream to a treatment facility, the stream having a flow of a least 75708 liters (20,000 gallons) per day;
the incoming wastewater stream having at least 50 mg/L solids and 100 mg/L BOD;
removing solids and BOD from the incoming wastewater stream in the treatment facility to provide a final effluent stream;
wherein the step of removing solids and BOD comprises treating the wastewater stream by adding of the treatment batch including a functional microbe from a biofermentor and thereafter subjecting the wastewater stream to the biological waste treatment system using the functional microbe and the final effluent stream has less than 10% of the solids of the wastewater stream and less than 10% of the BOD of the wastewater stream;
wherein the addition of the treatment batch reduces the weight (pounds) of sludge removed is reduced by at least 10% without increasing the solids and BOD in the final effluent stream.
33. The method according to claim 32 , wherein the weight (pounds) of sludge removed is reduced by at least 25% without increasing the solids and BOD in the final effluent stream.
34. The method according to claim 32 , wherein the weight (pounds) of sludge removed is reduced by at least 50% without increasing the solids and BOD in the final effluent stream.
35. The method according to any preceding claims 32 to 34 , wherein the removal of solids and BOD yields less than 0.25 kg of secondary sludge per kg of BOD removed.
36. The method according to any preceding claims 32 to 34 , wherein the biofermentor is placed on-site at a wastewater treatment facility location.
37. The method according to claim 36 , wherein nutrient, water and an inoculum comprising microbes is deposited into the on-site system.
38. The method according to claim 37 , wherein the inoculum is grown to a concentration of 10 8 -10 9 colony forming units per milliliter (cfu/ml) to achieve a inoculation of 10 3 - 10 4 cfu/ml at the point of application of the treatment batch.
39. The method according to any preceding claims 32 to 34 , wherein the biofermentor includes a main tank, an input for water, an output for treatment batch, a mixing apparatus and a temperature control apparatus.
40. The method according to any preceding claims 32 to 34 , wherein at least a portion of the treatment batch that includes microbes is directly applied to the contaminated wastewater, such that the microbes are not isolated, concentrated or freeze dried between the steps of growing and applying.
41. The method according to any preceding claims 32 to 34 , wherein the treatment batch is added to an anaerobic digester.
42. The method according to any one of claims 32 to 40 , wherein the treatment batch is added to an equalization basin.
43. The method according to any one of claims 32 to 40 , wherein the treatment batch is added to a primary clarifier.
44. The method of any preceding claims 32 to 43 , wherein the incoming wastewater stream has at least 100 mg/L solids and 200 mg/L BOD and the removed solid is less than 0.25 kg of secondary sludge per kg of BOD removed.
45. The method of any preceding claims 32 to 44 , wherein the incoming wastewater stream has at least 100 mg/L solids and 400 mg/L BOD and the removed solid is less than 0.25 kg of secondary sludge per kg of BOD removed.
46. The method of any claims 32 to 44 , wherein the incoming wastewater stream has at least 100 mg/L solids and 200 mg/L BOD and the removed solid is less than 0.125 kg of secondary sludge per kg of BOD removed.