REDUCTION OF DISINFECTION BYPRODUCT FORMATION IN DRINKING WATER
20180065874 ยท 2018-03-08
Assignee
Inventors
- Kwok-Keung AU (Naperville, IL, US)
- Alberto GARIBI (Haddonfield, NJ, US)
- Philip Block (Garnet Valley, PA, US)
Cpc classification
C07C53/00
CHEMISTRY; METALLURGY
International classification
C07C53/00
CHEMISTRY; METALLURGY
Abstract
Disclosed herein are methods and compositions for the reduction of disinfection byproduct precursors in raw drinking water.
Claims
1. A method for reducing the disinfection byproduct formation potential of drinking water comprising contacting a raw drinking water sample with a composition comprising a peracid solution to form a peracid treated raw drinking water sample.
2. The method of claim 1, further comprising contacting the peracid treated raw drinking water sample with a disinfecting chemical, thereby disinfecting the drinking water.
3. The method of claim 1, wherein the disinfection byproduct is a trihalomethane or a haloacetic acid.
4. The method as in claim 1, wherein the peracid solution is a performic acid solution, a peracetic acid solution, a perproprionic acid solution, or a combination of a performic acid solution, a peracetic acid solution, or a perproprionic acid solution.
5. The method of claim 4, wherein the peracid solution is a peracetic acid solution.
6. The method of claim 5, where the peracetic acid solution comprises 2-35 wt % peracetic acid and 5-30 wt % hydrogen peroxide.
7. The method of claim 5, wherein the concentration of the peracetic acid in the peracid-treated raw drinking water sample is between 0.5 mg/L and 20 mg/L.
8. The method as in claim 7, wherein the concentration of the peracetic acid in the peracid treated raw drinking water sample is between 1 mg/L and 10 mg/L.
9. The method of claim 7, wherein the peracetic acid concentration is controlled to maintain a concentration between 0.5 mg/L and 20 mg/L.
10. The method of claim 9, wherein the peracetic acid concentration is controlled in a flow-pacing manner, a feed-back control manner wherein the peracetic acid concentration in the raw water is measured by one or more submersible analytical probes, in a feed-forward control manner wherein the total organic content or chemical oxidant demand of the raw water is measured and correlated to the required peracetic acid concentration, or a combination thereof.
11. The method of claim 1, wherein the disinfecting chemical is selected from the group consisting of chlorine, chloramine, chlorine dioxide, and ozone.
12. The method of claim 1, wherein the raw drinking water is contacted with a peracid solution for a time sufficient to reduce the concentration of disinfection byproduct precursors.
13. The method of claim 12, wherein the disinfection byproduct precursors comprise natural organic matter.
14. In method of reducing the level of a disinfection byproduct precursor in a water sample, the method comprising contacting the water sample with a composition comprising a peracid solution for a time sufficient to reduce the level of the disinfection byproduct precursor.
15. The method of claim 14, wherein the disinfection byproduct precursor comprises natural organic matter.
16. The method of claim 14, wherein the water sample comprises water that has not been contacted with a disinfecting chemical.
17. The method of claim 14, wherein the peracid solution is a peracetic acid solution.
18. The method of claim 17, where the peracetic acid solution comprises 2-35 wt % peracetic acid and 5-30 wt % hydrogen peroxide.
19. The method of claim 18, wherein the concentration of the peracetic acid in the peracid-treated raw drinking water sample is between 0.5 mg/L and 20 mg/L.
20. The method as in claim 19, wherein the concentration of the peracetic acid in the peracid treated raw drinking water sample is between 1 mg/L and 10 mg/L.
21. The method of claim 19, wherein the peracetic acid concentration is controlled to maintain a concentration between 0.5 mg/L and 20 mg/L.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0009] These and other features and advantages of the present invention will be more fully disclosed in, or rendered obvious by, the following detailed description of the preferred embodiment of the invention, which is to be considered together with the accompanying drawings wherein like numbers refer to like parts and further wherein:
[0010]
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
[0011] This description of preferred embodiments is intended to be read in connection with the accompanying drawings, which are to be considered part of the entire written description of this invention. The drawing FIGURES are not necessarily to scale and certain features of the invention may be shown exaggerated in scale or in somewhat schematic form in the interest of clarity and conciseness. In the description, relative terms such as horizontal, vertical, up, down, top and bottom as well as derivatives thereof (e.g., horizontally, downwardly, upwardly, etc.) should be construed to refer to the orientation as then described or as shown in the drawing FIGURE under discussion. These relative terms are for convenience of description and normally are not intended to require a particular orientation. Terms including inwardly versus outwardly, longitudinal versus lateral and the like are to be interpreted relative to one another or relative to an axis of elongation, or an axis or center of rotation, as appropriate. Terms concerning attachments, coupling and the like, such as connected and interconnected, refer to a relationship wherein structures are secured or attached to one another either directly or indirectly through intervening structures, as well as both movable or rigid attachments or relationships, unless expressly described otherwise. The term operatively connected is such an attachment, coupling or connection that allows the pertinent structures to operate as intended by virtue of that relationship. When only a single machine is illustrated, the term machine shall also be taken to include any collection of machines that individually or jointly execute a set (or multiple sets) of instructions to perform any one or more of the methodologies discussed herein. In the claims, means-plus-function clauses, if used, are intended to cover the structures described, suggested, or rendered obvious by the written description or drawings for performing the recited function, including not only structural equivalents but also equivalent structures.
[0012] The methods disclosed herein are generally useful for the reduction in the levels of disinfection byproduct precursors in a water sample, for example, raw drinking water. The methods relate to oxidation of disinfection by-products precursors by a peracid, such as peracetic acid. Treatment of raw drinking water with peracetic acid before the water is exposed to chlorine disinfection reduces the level of disinfection byproduct precursors. Subsequent exposure of the peracetic acid treated water to chlorine disinfection produces a drinking water effluent with substantially reduced levels of disinfection byproducts.
[0013] A disinfection byproduct precursor can be, for example, natural organic matter such as humus. In some embodiments, a disinfection byproduct precursor can be fulvic acid or humic acids, or amino acids.
[0014] In accordance with the process of the present invention, disinfection by-products, including trihalomethanes and haloacetic acids, are reduced in the final disinfected drinking water by contacting the raw water containing natural organic matter or disinfection by-product precursors with peracid prior to the application of disinfection chemicals. A raw water sample can be water that has not been contacted with a disinfection chemical. The peracetic acid is used to treat raw water entering, for example, a drinking water purification facility. The peracetic acid is added to the water treatment process in a pre-oxidation or pre-disinfection stage. The peracetic acid oxidizes raw water components, for example, organic materials such as humic acid or fulvic acid, that would otherwise be converted into trihalomethanes and haloacetic acids upon exposure to typical chlorine-based disinfectant. Such pre-treatment can be carried out under conditions which assures that most, or substantially all of the trihalomethanes and haloacetic acids are eliminated from the final, drinking water effluent.
[0015] In some embodiments, the peracid solution is a peracetic acid solution. The peracetic acid solution can be added to the raw water in drinking water treatment process prior in a pre-oxidation or pre-disinfection stage in concentrations of 0.5 to 20 mg peracetic acid per liter of water.
[0016] Peracetic acid solutions exist as equilibrium solutions containing peracetic acid, hydrogen peroxide, acetic acid and water. Solutions are often identified by the concentration of peracetic acid and hydrogen peroxide. For example, a 15/23 formulation contains 15% by weight of peracetic acid and 23% by weight hydrogen peroxide. Commercially available peracetic acid solutions have typical formulations containing 2-35% peracetic acid and 5-30% hydrogen peroxide, with the remainder being acetic acid and water.
[0017] The concentration of the peracetic acid in the peracetic acid solution used to achieve the target concentrations in the raw water can vary. Useful concentrations range from 2 to 35% by weight. In some embodiments the peracetic acid solution contains peracetic acid in the concentration range of 15 to 22 percent by weight.
[0018] The peracetic acid concentration in the raw water can be controlled by a flow-pacing scheme in which the peracetic acid solution addition rate is scaled to the flow rate of the raw water stream. In some embodiments, the peracetic acid solution addition rate is controlled via a feed-back signal from a peracetic acid, analytical, submersible probe to achieve a specific target concentration of peracetic acid in the raw water. In some embodiments, the total organic content or the chemical oxygen demand of the raw water is measured and used to control the peracetic acid solution addition rate. Alternatively, one or more of the control schemes listed above can be combined.
[0019] The peracetic acid treated water can then be contacted with one or more disinfecting chemicals. The specific disinfecting chemicals can vary. Exemplary disinfecting chemicals include chlorine, chloramines, chlorine dioxide, permaganate, and ozone.
EXAMPLES
Example 1
[0020] A sample of untreated, raw water was obtained from an undisclosed location in Texas and was received within one day from the time the sample was collected. The sample was refrigerated overnight, and testing was performed the following day after receipt.
[0021] Two liter aliquots of the sample were placed in four different cleaned and disinfected beakers and set on a Phipps and Bird jar tester apparatus. The stirrers were set to 100 rpm for the duration of the test.
[0022] A peracetic acid solution containing 15% by weight of peractic acid and 23% by weight of hydrogen peroxide was utilized for this test.
[0023] The peracetic acid solution was added three of the beakers to achieve initial peracetic acid concentrations of 1, 5 and 10 mg peracetic acid/L of raw water, respectively. The fourth beaker did not receive peracetic acid and served as a control. The peracetic acid concentration was initially measured twenty to thirty seconds after addition of the peracetic acid to the beaker. After sixty minutes, a stoichiometric amount of a sodium thio sulfate was added to each beaker containing peracetic acid in order to quench the peracetic acid and prevent further reaction, and the jars were stirred for an additional five minutes in order to provide sufficient time for neutralization.
[0024] The neutralized samples and the control were then packed in sampling containers and shipped to a third party laboratory for analytical testing.
[0025] Analytical testing included measurement of THM Formation Potential (THMFP) and the HAA Formation Potential (HAAFP). The THMFP and HAAFP were peformed via the standard test method 5710B, and detection of THM and HAA were measured by standard test method 524.2 and 552.2 respectively. In brief, the quenched samples were exposed to chlorine, which would result in the formation of THM or HAA if the quenched samples contained disinfection byproduct precursors that could potentially form THM or HAA. All methods were based on those described in Standard Methods for the Examination of Water and Wastewater, edited by E. W. Rice, R. B. Baird, A. D. Eaton, and L. S. Clesceri, co-published by American Public Health Association, Water Environment Federation, and American Water Works Association.
[0026] The reduction in THM Formation Potential and HAA Formation Potential after 60 minutes of contact as a function of peracetic acid concentration is shown in Table 1. These data are also presented graphically in
TABLE-US-00001 TABLE 1 THMFP and HAAFP at various PAA Doses Peracetic acid (mg/L) THMFP (/L) HAAFP (/L) 0.0 293.8 295.4 1.0 303.6 352.7 5.0 20.5 11.6 10.0 5.6 5.1