Membrane biofilm reactor method for reducing the concentration of oxidized contaminants in ground water
Apparatus and methods for water treatment are described, particularly for the simultaneous removal of nitrate, perchlorate, and other organic contaminates from contaminated water using a membrane biofilm reactor (MBfR).
1. A method for reducing the concentration of oxidized contaminants present in ground water comprising:
(a) providing a source of contaminated ground water comprising nitrate and perchlorate to an MBfR device;
(b) operating the MBfR device in a recycle mode using the contaminated ground water for a first period of time sufficient to form a biofilm in the MBfR device for performing denitrification in the influent water; and
(c) operating the MBfR device in a feed mode using the contaminated water to produce denitrified effluent water;
wherein the denitrified effluent water further comprises reduced levels of perchlorate compared to the influent water.
2. The method of claim 1 , wherein the influent water further comprises trichloroethylene (TCE), and the denitrified effluent water further comprises reduced levels of TCE compared to the influent water.
3. The method of claim 2 , wherein a chloride material balance calculation is performed to account for the chloride derived from the reduced TCE.
4. The method of claim 1 , wherein the influent water further comprises nitroso-dimethyl-amine (NDMA), and the denitrified effluent water further comprises reduced levels of NDMA compared to the influent water.
5. The method of claim 1 , wherein the levels of nitrate are substantially undetectable in recycle mode prior to switching to feed mode.
6. The method of claim 1 , further comprising:
(d) operating the MBfR device in a recycle mode using influent water comprising at least a portion of effluent water from (c) for a second period of time sufficient to acclimate the biofilm to reduce perchlorate; and
(e) operating the MBfR device in a feed mode using influent water comprising at least a portion of effluent water from (c) to reduce the levels of perchlorate in the influent water.
7. The method of claim 6 , wherein the influent water further comprises trichloroethylene (TCE), and the effluent water from (e) further comprises reduced levels of TCE compared to the influent water of (a).
8. The method of claim 7 , wherein a chloride material balance calculation is performed to account for the chloride derived from the reduced TCE.
9. The method of claim 6 , wherein the effluent water further comprises nitroso-dimethyl-amine (NDMA), and the effluent water from (e) further comprises reduced levels of NDMA compared to the influent water of (a).
10. The method of claim 6 , further comprising:
(f) applying the effluent water from (e) to a second MBfR device having a biofilm acclimated to perchlorate reduction; and
(g) operating the second MBfR device in a feed mode using as influent water the effluent water from (e) to produce effluent water from the second MBfR device having further reduced levels of perchlorate compared to the effluent water from the MBfR device of (a).
11. The method of claim 10 , wherein the levels of perchlorate after (g) are substantially undetectable.
12. The method of claim 1 , wherein denitrification and perchlorate reduction are performed by autotrophic bacteria using hydrogen gas as an electron donor.
13. The method of claim 12 , wherein the autotrophic bacteria are indigenous to the ground water.
14. The method of claim 1 , wherein the ability of the biofilm to perform denitrification in (b) is determined by comparing the concentration of nitrate in the recirculating water in the MBfR effluent water to the concentration of nitrate in the influent water.
15. The method of claim 1 , wherein the MBfR device comprises polyester hollow filaments for supporting the biofilm.
16. A method for reducing the concentration of contaminants in ground water comprising:
(a) providing a source of contaminated ground water comprising nitrate, perchlorate, and trichloroethylene (TCE) and/or nitroso-dimethyl-amine (NDMA) to an MBfR device;
(b) operating the MBfR device in a recycle mode using the contaminated ground water for a first period of time sufficient to form a biofilm in the MBfR device for performing denitrification in the influent water, wherein the ability of the biofilm to perform denitrification is determined by comparing the concentration of nitrate in the water in the recycle mode of the MBfR to the concentration of nitrate in the influent water; and
(c) operating the MBfR device in a feed mode using the contaminated ground water to produce effluent water reduced in nitrate, perchlorate, and TCE and/or NDMA;
wherein the levels of nitrate, perchlorate, and TCE and/or NDMA are reduced simultaneously.
17. The method of claim 16 , wherein the autotrophic bacteria are indigenous to the ground water.
18. The method of claim 16 , wherein a chloride material balance calculation is performed to account for the chloride derived from the reduced TCE.
19. The method of claim 16 , wherein the autotrophic denitrifying and perchlorate reducing bacteria are the same type of bacteria, which are acclimated to denitrifying and/or perchlorate reduction by operating the MBfR in a recycle mode using ground water from which nitrate and/or perchlorate is to be removed.
20. The method of claim 16 , wherein the autotrophic denitrifying and perchlorate reducing bacteria are different types of bacteria, which can be selected to form a biofilm for denitrifying and/or perchlorate reduction by operating the MBfR in a recycle mode using water from which nitrate and/or perchlorate is to be removed.