Diffusion aeration for water and wastewater treatment
A system for treating wastewater including at least one water-treatment pathway having at least one wastewater inlet, at least one oxygen-permeable, water-impermeable wall, separating an interior of the pathway from outside air, and at least one treated wastewater outlet and arranged for at least aerobic treatment of the wastewater as it flows from the at least one wastewater inlet to the at least one treated wastewater outlet, at least one wastewater supply conduit, supplying the wastewater to the at least one wastewater inlet of the water-treatment pathway and at least one treated wastewater conduit, supplying treated wastewater from the at least one treated wastewater outlet of the at least one water-treatment pathway.
1. A system for treating wastewater comprising:
at least one horizontal water-impermeable wall-enclosed water-treatment pathway having at least one wastewater inlet, at least one oxygen-permeable, water-impermeable wall, separating an interior of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway from outside air, and at least one treated wastewater outlet, said at least one horizontal water-impermeable wall-enclosed water-treatment pathway being arranged for at least aerobic treatment of said wastewater as it flows from said at least one wastewater inlet to said at least one treated wastewater outlet, said at least one oxygen-permeable, water-impermeable wall of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway being arranged to support a biofilm on an interior surface thereof;
at least one wastewater supply conduit, supplying said wastewater to said at least one wastewater inlet of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway; and
at least one treated wastewater conduit, supplying treated wastewater from said at least one treated wastewater outlet of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway.
2. A system for treating wastewater according to claim 1 and wherein a ratio of the surface area of said oxygen-permeable, water-impermeable wall to a flow-limiting cross sectional area of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is at least 1000:1.
3. A system for treating wastewater according to claim 1 and wherein a hydraulic diameter of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is 5-20 millimeters.
4. A system for treating wastewater according to claim 1 and wherein a ratio of the surface area of said oxygen-permeable, water-impermeable wall to an overall volume of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is at least 100:1.
5. A system for treating wastewater according to claim 1 and wherein:
said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is configured to promote a plug type flow of wastewater therethrough; and
a length, a width and a flow path depth of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway are selected to provide at least 4 theoretical stages, N, in a plug flow reactor thereby configured, where the number of theoretical stages in a plug flow reactor is calculated using the following equation:
N= 7.4* Q*L /( W*D )
where:
N—number of theoretical stages;
Q—flow in units of m 3 /s;
L—flow path length in meters;
W—flow path width in meters; and
D—flow path depth or spacing in meters.
6. A system for treating wastewater according to claim 1 and wherein:
said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is configured to promote a plug type flow of wastewater therethrough; and
a length, a width and a flow path depth of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway are selected to provide at least 8 theoretical stages, N, in a plug flow reactor thereby configured, where the number of theoretical stages in a plug flow reactor is calculated using the following equation:
N= 7.4* Q*L /( W*D )
where:
N—number of theoretical stages;
Q—flow in units of m 3 /s;
L—flow path length in meters;
W—flow path width in meters; and
D—flow path depth or spacing in meters.
7. A system for treating wastewater according to claim 1 and wherein said at least one oxygen-permeable, water-impermeable wall is arranged in a spiral arrangement, said spiral arrangement defining said at least one horizontal water-impermeable wall-enclosed water-treatment pathway through said spiral from said at least one wastewater inlet to said at least one treated wastewater outlet.
8. A system for treating wastewater according to claim 1 and wherein said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is arranged to define a generally vertical airflow passageway having a spiral cross-section.
9. A system for treating wastewater according to claim 8 and wherein:
said at least one horizontal water-impermeable wall-enclosed water-treatment pathway comprises multiple stacked horizontal water-impermeable wall-enclosed water-treatment pathways each arranged to define the generally vertical airflow passageway having a spiral cross-section; and
said generally vertical airflow passageways are mutually aligned.
10. A system for treating wastewater according to claim 8 and also comprising at least one fan providing a vertical airflow through said generally vertical airflow passageway.
11. A method for treating wastewater comprising:
providing at least one horizontal water-impermeable wall-enclosed water-treatment pathway having at least one wastewater inlet, at least one oxygen-permeable, water-impermeable wall, separating an interior of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway from outside air, and at least one treated wastewater outlet and arranged for at least aerobic treatment of said wastewater as it flows from said at least one wastewater inlet to said at least one treated wastewater outlet, said providing at least one horizontal water-impermeable wall-enclosed water-treatment pathway comprising arranging said at least one oxygen-permeable, water-impermeable wall of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to support a biofilm on an interior surface thereof;
supplying said wastewater to said at least one wastewater inlet of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway; and
supplying treated wastewater from said at least one treated wastewater outlet of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway.
12. A method for treating wastewater according to claim 11 and wherein said providing at least one horizontal water-impermeable wall-enclosed water-treatment pathway comprises configuring said at least one horizontal water-impermeable wall-enclosed water-treatment pathway such that a ratio of the surface area of said oxygen-permeable, water-impermeable wall to a flow-limiting cross sectional area of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is at least 1000:1.
13. A method for treating wastewater according to claim 11 and wherein said providing at least one horizontal water-impermeable wall-enclosed water-treatment pathway comprises configuring said at least one horizontal water-impermeable wall-enclosed water-treatment pathway such that a hydraulic diameter of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is 5-20 millimeters.
14. A method for treating wastewater according to claim 11 and wherein said providing at least one horizontal water-impermeable wall-enclosed water-treatment pathway comprises configuring said at least one horizontal water-impermeable wall-enclosed water-treatment pathway such that a ratio of the surface area of said oxygen-permeable, water-impermeable wall to an overall volume of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway is at least 100:1.
15. A method for treating wastewater according to claim 11 and also comprising:
configuring said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to promote a plug type flow of wastewater therethrough; and
selecting a length, a width and a flow path depth of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to provide at least 4 theoretical stages, N, in a plug flow reactor thereby configured, where the number of theoretical stages in a plug flow reactor is calculated using the following equation:
N= 7.4* Q*L /( W*D )
where:
N—number of theoretical stages;
Q—flow in units of m 3 /s;
L—flow path length in meters;
W—flow path width in meters; and
D—flow path depth or spacing in meters.
16. A method for treating wastewater according to claim 11 and also comprising:
configuring said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to promote a plug type flow of wastewater therethrough; and
selecting a length, a width and a flow path depth of said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to provide at least 8 theoretical stages, N, in a plug flow reactor thereby configured, where the number of theoretical stages in a plug flow reactor is calculated using the following equation:
N= 7.4* Q*L /( W*D )
where:
N—number of theoretical stages;
Q—flow in units of m 3 /s;
L—flow path length in meters;
W—flow path width in meters; and
D—flow path depth or spacing in meters.
17. A method for treating wastewater according to claim 11 and also comprising arranging said at least one oxygen-permeable, water-impermeable wall in a spiral arrangement, said spiral arrangement defining said at least one horizontal water-impermeable wall-enclosed water-treatment pathway through said spiral from said at least one wastewater inlet to said at least one treated wastewater outlet.
18. A method for treating wastewater according to claim 11 and also comprising arranging said at least one horizontal water-impermeable wall-enclosed water-treatment pathway to define a generally vertical airflow passageway having a spiral cross-section.
19. A method for treating wastewater according to claim 18 and also comprising:
providing multiple stacked horizontal water-impermeable wall-enclosed water-treatment pathways;
arranging each of said multiple stacked horizontal water-impermeable wall-enclosed water-treatment pathways to define a generally vertical airflow passageway having a spiral cross-section; and
mutually aligning said generally vertical airflow passageways.
20. A method for treating wastewater according to claim 18 and also comprising providing a vertical airflow through said generally vertical airflow passageway.