Methods of gas infusion for wastewater treatment

1. A method of oxygenating wastewater for use in aerobic wastewater treatment, comprising:

generating a supply of pressurized oxygen using an oxygen generator, wherein the pressurized oxygen has an oxygen concentration of at least 85%;

supplying the pressurized oxygen to a first gas infusion system comprising one or more gas infusion modules, each gas infusion module comprising a housing, a plurality of hydrophobic hollow microporous fibers disposed in the housing, each of the hydrophobic hollow microporous fibers having a longitudinal bore and a plurality of micropores on a circumferential wall about the longitudinal bore, each gas infusion module being in fluid communication with the oxygen generator so that the pressurized oxygen is supplied to the plurality of hydrophobic hollow microporous fibers through the longitudinal bore thereof;

supplying a flow of wastewater to the one or more gas infusion modules such that the wastewater flows through each of the one or more gas infusion modules and comes in contact with the circumferential wall of one or more of the plurality of hydrophobic hollow microporous fibers so that the pressurized oxygen is transferred to the wastewater through the plurality of micropores such that oxygen transfer to the wastewater occurs free of oxygen bubbles in the wastewater to form a supersaturated effluent having a level of oxygen concentration above 62 ppm; and

discharging the supersaturated effluent to an aeration reservoir,

wherein the one or more oxygen infusion modules include a first array of a plurality of oxygen infusion modules arranged in parallel and a second array of a plurality of oxygen infusion modules arranged in parallel, the second array arranged in series with the first array, so that the wastewater flows in parallel through the plurality of oxygen infusion modules of each of the first array and the second array, so that the pressurized oxygen flows in parallel through the plurality of oxygen infusion modules of the each of the first array and the second array, and so that the wastewater flows through the second array after it flows through the first array, and

wherein the first array of the plurality of oxygen infusion modules is spaced vertically above the second array of the plurality of oxygen infusion modules.

2. The method of claim 1 , wherein the micropores have a pore pathway diameter ranging from 0.01 μm to 5 μm.

3. The method of claim 1 , wherein each of the plurality of hydrophobic hollow microporous fibers has a length ranging from 9 inches to 13 inches.

4. The method of claim 1 , wherein the plurality of hydrophobic hollow microporous fibers has a packing factor within the housing of the gas infusion module of about 38%.

5. The method of claim 1 , wherein the plurality of hydrophobic hollow microporous fibers for each of the one or more gas infusion modules has a porosity of 75%.

6. The method of claim 1 , wherein the plurality of hydrophobic hollow microporous fibers of each gas infusion module are woven into a mat rolled and disposed in the housing of the gas infusion module.

7. The method of claim 1 , further comprising:

supplying the pressurized oxygen to a second gas infusion system wherein the second gas infusion system comprises one or more gas infusion modules, each gas infusion module comprising a housing, a plurality of hydrophobic hollow microporous fibers disposed in the housing, each of the hydrophobic hollow microporous fibers having a longitudinal bore and a plurality of micropores on a circumferential wall about the longitudinal bore, each gas infusion module being in fluid communication with the oxygen generator so that the pressurized oxygen is supplied to the plurality of hydrophobic hollow microporous fibers through the longitudinal bore thereof;

supplying effluent from the aeration reservoir to the one or more gas infusion modules of the second gas infusion system such that the effluent flows through each of the one or more gas infusion modules and comes in contact with the circumferential wall of one or more of the plurality of hydrophobic hollow microporous fibers so that the pressurized oxygen is transferred to the effluent through the plurality of micropores such that oxygen transfer to the wastewater occurs free of oxygen bubbles in the wastewater to form a supersaturated effluent having a level of oxygen concentration above 62 ppm; and

discharging the supersaturated effluent to the aeration reservoir.

8. The method of claim 7 , wherein the wastewater is discharged into the aeration reservoir such that a power demand of the method of oxygenating wastewater is approximately 0.16 KWH/m3 wastewater treated.

9. The method of claim 7 , wherein the wastewater is discharged into the aeration reservoir such that a power demand of the method of oxygenating wastewater is approximately 0.35 KWH/m 3 wastewater treated.

10. A method of oxygenating wastewater for use in aerobic wastewater treatment, comprising:

generating a supply of pressurized oxygen using an oxygen generator, wherein the pressurized oxygen has an oxygen concentration of at least 85%;

supplying the pressurized oxygen to a first gas infusion system comprising a plurality of gas infusion modules, each gas infusion module comprising a housing, a plurality of hydrophobic hollow microporous fibers disposed in the housing, each of the hydrophobic hollow microporous fibers having a longitudinal bore and a plurality of micropores on a circumferential wall about the longitudinal bore, each gas infusion module being in fluid communication with the oxygen generator so that the pressurized oxygen is supplied to the plurality of hydrophobic hollow microporous fibers through the longitudinal bore thereof;

supplying a flow of wastewater to the plurality of gas infusion modules such that the wastewater flows through each of the one or more gas infusion modules and comes in contact with the circumferential wall of one or more of the plurality of hydrophobic hollow microporous fibers so that the pressurized oxygen is transferred to the wastewater through the plurality of micropores such that oxygen transfer to the wastewater occurs free of oxygen bubbles in the wastewater to form a supersaturated effluent having a level of oxygen concentration above 62 ppm; and

discharging the supersaturated effluent to an aeration reservoir,

wherein supplying the pressurized oxygen to the first gas infusion system further comprises introducing the pressurized oxygen via a gap between a pair of plates disposed above the plurality of oxygen infusion modules, said gap facilitating delivery of the pressurized oxygen at a same pressure and flowrate through the plurality of oxygen infusion modules.

11. The method of claim 10 , wherein the micropores have a pore pathway diameter ranging from 0.01 μm to 5 μm.

12. The method of claim 10 , wherein each of the plurality of hydrophobic hollow microporous fibers has a length ranging from 9 inches and 13 inches.

13. The method of claim 10 , wherein the plurality of hydrophobic hollow microporous fibers has a packing factor within the housing of the gas infusion module of about 38%.

14. The method of claim 10 , wherein the plurality of hydrophobic hollow microporous fibers for each of the one or more gas infusion modules has a porosity of 75%.

15. The method of claim 10 , wherein the plurality of hydrophobic hollow microporous fibers of each gas infusion module are woven into a mat rolled and disposed in the housing of the gas infusion module.

16. The method of claim 10 , further comprising:

supplying the pressurized oxygen to a second gas infusion system wherein the second gas infusion system comprises a second plurality of gas infusion modules, each gas infusion module comprising a housing, a plurality of hydrophobic hollow microporous fibers disposed in the housing, each of the hydrophobic hollow microporous fibers having a longitudinal bore and a plurality of micropores on a circumferential wall about the longitudinal bore, each gas infusion module being in fluid communication with the oxygen generator so that the pressurized oxygen is supplied to the plurality of hydrophobic hollow microporous fibers through the longitudinal bore thereof;

supplying effluent from the aeration reservoir to the second plurality of gas infusion modules of the second gas infusion system such that the effluent flows through each of the one or more gas infusion modules and comes in contact with the circumferential wall of one or more of the plurality of hydrophobic hollow microporous fibers so that the pressurized oxygen is transferred to the effluent through the plurality of micropores such that oxygen transfer to the wastewater occurs free of oxygen bubbles in the wastewater to form a supersaturated effluent having a level of oxygen concentration above 62 ppm; and

discharging the supersaturated effluent to the aeration reservoir.

17. The method of claim 16 , wherein the wastewater is discharged into the aeration reservoir such that a power demand of the method of oxygenating wastewater is approximately 0.16 KWH/m3 wastewater treated.

18. The method of claim 16 , wherein the wastewater is discharged into the aeration reservoir such that a power demand of the method of oxygenating wastewater is approximately 0.35 KWH/m 3 wastewater treated.