Systems and methods for treating dilute wastewater
In one embodiment, a dilute wastewater treatment system includes a separation subsystem configured to receive dilute wastewater and separate it into a product stream containing a low concentration of organic material and a reject stream containing a high concentration of organic material, and a conversion subsystem configured to receive the reject stream from the separation subsystem and anaerobically treat the reject stream to break down the organic material and separate it from water within the reject stream.
1. A dilute wastewater treatment system comprising:
a separation subsystem configured to receive dilute wastewater and separate the wastewater into a product stream containing a relatively low concentration of organic material and a reject stream containing a relatively high concentration of organic material, the separation subsystem comprising a settling chamber configured to receive the dilute wastewater and collect particulate and colloidal matter in a bottom of the settling chamber and a first filtration unit configured to receive wastewater from a point above the bottom of the settling chamber and filter the wastewater to produce permeate and concentrate, wherein slurry is output from the bottom of the settling chamber as the reject stream; and
a conversion subsystem configured to receive the reject stream from the separation subsystem and anaerobically treat the reject stream, the conversion subsystem being configured as an anaerobic membrane bioreactor that includes an anaerobic bioreactor configured to receive the reject stream and to break down organic material within the reject stream using microbes, the anaerobic membrane bioreactor further including a second filtration unit configured to receive wastewater from the anaerobic bioreactor and filter the wastewater to produce permeate and concentrate.
2. The system of claim 1 , wherein the separation subsystem comprises multiple filtration units arranged in series.
3. The system of claim 1 , wherein one of the filtration units comprises a microfiltration membrane capable of rejecting molecules, colloids or particles 0.05 μm and larger.
4. The system of claim 1 , wherein one of the filtration units comprises an ultrafiltration membrane capable of rejecting molecules, colloids or particles 0.003 μm and larger.
5. The system of claim 1 , wherein the first filtration unit is located within the settling chamber.
6. The system of claim 1 , wherein the settling chamber is configured as a hydrocyclone.
7. The system of claim 1 , wherein the first filtration unit of the separation subsystem is configured to return the concentrate back to the settling chamber.
8. The system of claim 1 , wherein the anaerobic bioreactor produces biogas.
9. The system of claim 1 , wherein the separation subsystem further comprises a heat exchanger configured to heat the slurry from the settling chamber prior to the slurry being provided to the conversion subsystem.
10. The system of claim 1 , further comprising a polishing subsystem configured to treat the permeate from the separation subsystem or the conversion subsystem.
11. The system of claim 10 , wherein the polishing system comprises an algae photobioreactor configured to cultivate algae using the permeate as a nutrient source.
12. The system of claim 10 , wherein the polishing system comprises a disinfection system configured to disinfect the permeate.
13. A method for treating dilute wastewater having a chemical oxygen demand that is less than 1000 mg/l, the method comprising:
separating the dilute wastewater into a product stream containing a relatively low concentration of organic material and a reject stream containing a relatively high concentration of organic material using a separation subsystem, the separation subsystem comprising a settling chamber that receives the dilute wastewater and collects particulate and colloidal matter in a bottom of the settling chamber and a first filtration unit that receives wastewater from a point above the bottom of the settling chamber and filters the wastewater to produce permeate and concentrate, wherein slurry is output from the bottom of the settling chamber as the reject stream;
delivering the reject stream to a conversion subsystem;
anaerobically treating the reject stream with the conversion subsystem to break down organic material within the reject stream, wherein the conversion subsystem is configured as an anaerobic membrane bioreactor that includes an anaerobic bioreactor that receives the reject stream and breaks down organic material within the reject stream using microbes, the anaerobic membrane bioreactor further including a second filtration unit that receives wastewater from the anaerobic bioreactor and filters the wastewater to produce permeate and concentrate.
14. The method of claim 13 , wherein at least one of the filtration units comprises a microfiltration membrane capable of rejecting molecules, colloids or particles 0.05 μm and larger.
15. The method of claim 13 , wherein at least one of the filtration units comprises an ultrafiltration membrane capable of rejecting molecules, colloids or particles 0.003 μm and larger.
16. The method of claim 13 , wherein the first filtration unit of the separation subsystem returns the concentrate back to the settling chamber.
17. The method of claim 13 , further comprising heating the slurry with a heat exchanger before the slurry is provided to the conversion subsystem.
18. The method of claim 17 , further comprising producing biogas with the anaerobic bioreactor and using the gas as fuel for the heat exchanger.
19. The method of claim 13 , further comprising treating the permeate from the separation subsystem or the conversion subsystem.
20. The method of claim 19 , wherein treating the permeate comprises providing the permeate to an algae photobioreactor to cultivate algae using the permeate as a nutrient source.
21. The method of claim 19 , wherein treating the permeate comprises providing the permeate to a disinfection system that disinfects the permeate.