Water treatment

Abstract
This invention is directed to an integrated process and system for water treatment, in particular, an integrated process and system for water treatment in the beverage manufacture cycle. The water treatment process is directed to treating an influent water solution, a low sugar concentration solution, and a high sugar concentration solution. The water treatment system is directed to a system for treating an influent water solution, a system for treating a low sugar concentration solution, and system for treating a high sugar concentration solution.
Description

BRIEF DESCRIPTION OF THE DRAWING

For a more complete understanding of the present invention, reference may be had to the following drawing, taken in conjunction with the detailed description, of which;



FIG. 1 discloses the integrated water treatment process of the invention; and



FIG. 2 discloses another embodiment of the integrated water treatment process of the invention.





The features of the present invention and operation thereof, including process, are discussed below with reference to the attached FIGS. 1 and 2. The numerals in the figures are the same for the common elements.


DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

Brix is a refractive index measurement. In essence, it measures sugar content, which is also related to the wastewater discharge parameter, BOD.


The present water treatment concept has a number of purposes. These are primarily used to treat waste process water (low and high brix) so that the sugar in the low brix stream are removed, and in the sugar concentration in the high brix stream is further concentrated (approximately 10 times further concentrated) so the high brix stream can be disposed of as a useful byproduct, for example as a cattle feed revenue stream.


Referring to FIG. 1, in a system 10 for treating water in the beverage industry, municipal water 21 contains dissolved contaminants that must be removed for it to be suitable as a raw material for manufacturing beverages. These contaminates consist of hardness (calcium and magnesium), sodium and alkalinity. The municipal water 21 from municipal water source 20 enters first tank 22, where it is blended with the membrane permeate 43 from second membrane 42. The blended water stream 23 then flows from first tank 22 to first membrane 24, which is a reverse osmosis unit. First membrane 24 separates the above contaminants from stream 43 (hardness, sodium, alkalinity and any BOD due to low molecular weight organics) that managed to pass through second membrane 42, as well as municipal water 21, both combined as blended stream 23.


The low and high brix solutions contain sugar that is washed from certain process equipment (not shown) during flavor changes, etc. The online monitors separate the flows according to the sugar content. A low brix source 40 feeds a low brix stream 41 or a downstream brix stream 59 from a high brix source 50. Either streams 41 and 59, having a brix concentration below about 0.3 brix, is diverted to second membrane 42. A low brix membrane bioreactor (MBR) in second membrane 42, which consists of a large tank (e.g. >100,000 gallons) with either an internal or external membrane to separate active bacteria degrading sugars from clean water. The MBR can be replaced by another reverse osmosis unit but the water recovery would be less. The MBR in this particular design was an external ultrafilter MBR. The MBR maximizes water recovery and a low brix permeate stream 43 is then recycled to first tank 22. Up to about 98% of the water entering second membrane 42 is recycled to first tank 22, as opposed to up to about 80% if it was a reverse osmosis design. Depending upon the municipal water availability, and municipal and wastewater disposal costs (per 1000 gallons of per meter cubed), this can be a significant annual monetary and societal cost savings.


The MBR contains bacteria that destroy the brix (sugars) and convert them to carbon dioxide and water, or smaller organic molecules. The bacteria is kept in the system (aerated tank) by the membrane (typically a microfilter or ultrafilter membrane) which can be located either internally or externally to the tank that accepts the influent low brix flow. Consequently, bacteria and sugars do not contaminate the beverage. Any small organics that permeate through the ultrafilter membrane are removed by first membrane 24. The water that permeates through first membrane 24 is the beverage makeup water 25. Such water is extremely pure since it has passed through a reverse osmosis membrane. A reverse osmosis membrane separates bacteria and viruses. However, since defects, such as a hole or unforeseen malfunction, could occur with first membrane 24, there are on-line conductivity analyzers and on-line total organic carbon analyzers 26 to insure that the integrity of the membrane was not compromised. These analyzers 26 are located on the influent to second tank 30. In addition, there is an ozonator 28 that pumps ozone into second tank 30. The ozonator 28 will disinfect (destroying any bacteria or virus passing in) the beverage makeup water 25 that managed to pass through first membrane 24 and is an additional safety precaution. If this did happen, then the affected reverse osmosis unit (first membrane 24) would automatically shut down and an alarm would notify the operator of the unwanted presence of bacteria or virus. In an embodiment, first membrane 24 comprises two reverse osmosis units, each treating half of the flow from the first tank 22. The beverage makeup water 25, after undergoing treatment in analyzer 26 and ozonator 28 is then stored in second tank 30. A water storage tank 32 also provides a clean water stream 31 into second tank 30.


A low or high brix solution 51 having a concentration of above about 0.3 brix is passed from high brix source 50 to the high brix third tank 52, forming high brix water stream 71, which is then pumped through an ultrafilter third membrane 54. Any suspended solids from stream 55 is removed to protect fourth membrane 58 and fifth membrane 62, which are spiral and flat sheet reverse osmosis units, respectively. A portion of the permeate 73 from third membrane 54 is advanced to fourth membrane 56, while another portion of the permeate 75 is returned to third tank 52 for further treatment through third membrane 54. Controlling valve 36 directs the flow of permeate 73 and permeate 75 by the relative sugar concentration of these two permeates. Fourth tank 56 feeds the spiral reverse osmosis fourth membrane 58 through stream 57, which concentrates the brix from about 3.0 to about 20 brix. On-line conductivity analyzer 70 located on the permeate 59 between fourth membranes 58 and second membrane 42 ensures the integrity of the fourth membrane 56. The permeate (downstream brix stream) 59 which, consists primarily of water from fourth membrane 58, is pumped to second membrane 42 for polishing before it is in turn further purified by first membrane 24. The sugar solution 61 which is rejected by fourth membrane 58 is pumped to fifth tank 60, forming stream 63, and from there to the flat sheet disc membranes of fifth membrane 62. Here, a portion of the sugar solution 77 is concentrated further from about 20 brix to about 30 brix, while the sugar water solution 65 that passes through fifth membrane 62 is recycled to fourth tank 56 for another opportunity to recover these sugars and water.


The sugar solution formed from fifth membrane 62 is pumped to sixth tank 64. The resultant concentrated sugar solution is stored before shipping off site where it may be sold at market value, as determined by the sugar content. This is about 30% and is worth approximately $15-20/ton.


There are three sewer outfalls from first membrane 24 through stream 81, second membrane 42 thorough stream 83 and third tank 52 through stream 53. However, up to about 90% of the total amount of waste process water, which would be discharged as wastewater, is treated and recycled in the beverage product.


The high brix waste stream can be filtered and used as a high sugar feed for livestock. With the water removed, and the resultant high sugar solution used for livestock feed 66, the resulting water is easy to recycle by the municipal waste treatment facility through sewer 34.


In FIG. 2, another embodiment is provided. Low brix stream 41 is diverted to seventh tank 85, then resulting low brix stream 89 passes to second membrane 42. Biomass or retentate stream 88 is returned to seventh tank 85 for further processing. Permeate stream 87 is passed to first tank 22.


Further, retentate stream 93 from third membrane 54 passes to third tank 52 to combine with permeate stream 75 and high brix supply stream 51 for passing streams 53 and 71. A further retentate stream 94 passing from third membrane 54 passes to eighth tank 95. Retentate streams 96 containing suspended solids from eighth tank 95 is drained to sewer 34. Retentate stream 97 containing suspended solids from eighth tank 95 is also drained to sixth tank 64 to be combined with cattle feed 66.


By initially segregating the bottling machine washdown water, the high brix concentration solution and the low brix concentration solution, and selecting different types of membrane systems for a specific purpose and water chemistry that it must treat, the volume of wastewater is reduced from the plant by up to about 90% and substantially eliminating wastewater pollution.


It will be understood that the embodiments described herein are merely exemplary and that a person skilled in the art may make many variations and modifications without departing from the spirit and scope of the invention. All such modifications and variations are intended to be included within the scope of the invention as described in the present description. It should be understood that embodiments described above are not only in the alternative, but may be combined.

Claims
  • 1. An integrated water treatment process comprising treating a water solution, a low sugar concentration solution, and a high sugar concentration solution.
  • 2. The water treatment process of claim 1 wherein treating the influent water solution comprises blending an influent water solution with a second membrane treated low brix stream into a first tank to form a first blended water stream;passing the first blended water stream through a first membrane to form a first membrane treated beverage makeup water and a first membrane treated contaminated solution;passing the first membrane treated contaminated solution to a sewer for disposal; andpassing the first membrane treated solution to an analyzer and/or an ozonator to form a substantially pure water solution.
  • 3. The water treatment process of claim 2 wherein treating the low sugar concentration solution comprises passing a brix stream of less than about 0.3 brix through a second membrane to form a portion of the second membrane treated low brix stream and a second membrane treated contaminated solution;passing the second membrane treated low brix stream to the first tank to blend with the influent water solution to form the first blended water stream; andpassing the second membrane treated contaminated solution to the sewer for disposal.
  • 4. The water treatment process of claim 3 wherein treating the high sugar concentration solution comprises passing a brix solution of greater than about 0.3 brix through a third tank to form a third tank treated high brix water stream and a third tank treated contaminated solution;passing the third tank treated contaminated solution to the sewer for disposal;passing the third tank treated high brix water stream to a third membrane to form a third membrane treated high sugar retentate and a third membrane treated low sugar permeate;passing the third membrane treated low sugar permeate back to blend with the brix stream of greater than about 0.3 brix in third tank for further treatment;passing the third membrane treated high sugar retentate to a fourth tank forming a fourth tank treated brix stream followed by treatment in a fourth membrane to form a fourth membrane treated high sugar concentration solution and a fourth membrane treated downstream brix stream;passing the fourth membrane treated downstream brix stream to blend with the low brix stream in the second membrane;passing the fourth membrane treated high sugar concentration solution to a fifth tank forming a fifth tank treated brix stream followed by treatment in a fifth membrane to form a fifth membrane treated high sugar concentration solution and a fifth membrane treated low sugar concentration solution;passing the fifth membrane treated high sugar concentration solution to a sixth tank to form a high sugar concentration product; andpassing the fifth membrane treated low sugar concentration solution back to the fourth tank for further treatment.
  • 5. The process of claim 2 wherein the first membrane comprises a reverse osmosis membrane.
  • 6. The process of claim 3 wherein the second membrane comprises a membrane bioreactor.
  • 7. The process of claim 2 wherein the analyzer comprises an on-line conductivity analyzer and an on-line total organic carbon analyzer to verify the integrity of the membrane.
  • 8. The process of claim 4 wherein the third membrane comprises an ultrafilter membrane.
  • 9. The process of claim 4 wherein the fourth membrane comprises a spiral reverse osmosis membrane.
  • 10. The process of claim 4 wherein the fifth membrane comprises a flat sheet reverse osmosis membrane.
  • 11. The process of claim 1 wherein the up to 90% of the low sugar concentration solution and high sugar concentration solution is recycled.
  • 12. The process of claim 4 wherein the high sugar concentration product is a cattle feed.
  • 13. The process of claim 2 further comprising passing a clean water stream from a water storage tank in the second tank.
  • 14. An integrated system for treating water comprising a system for treating a water solution, a system for treating a low sugar concentration solution, and system for treating a high sugar concentration solution.
  • 15. The system of claim 14 wherein the system for treating an influent water solution comprises a first tank to store an influent water stream and a second membrane treated low brix stream;first membrane to form a first membrane treated beverage makeup water; andan analyzer to determine the integrity of the first membrane and/or an ozonator todisinfect the first membrane treated beverage makeup water;the system for treating a low sugar concentration solution comprises a second membrane to form a portion of the second membrane low brix stream and a second membrane biomass suspension; and the system for treating a high sugar concentration solution comprises a third tank to form a third tank treated high brix water stream and a third tank treated contaminated solution;a third membrane to form a third membrane treated high sugar retentate and a third membrane treated low sugar permeate;a fourth tank for storing a portion of the fourth membrane treated high sugarconcentration solution and a portion of the fifth membrane treated low sugar concentration solution;a fourth membrane to form a fourth membrane treated high sugar concentrationsolution and a fourth membrane treated downstream brix solution; a fifth tank for storing the fourth membrane treated high sugar concentration solution;a fifth membrane to form a fifth membrane treated high sugar concentration solutionand a fifth membrane treated low sugar concentration solution; and a sixth tank to store a high sugar concentration product.
  • 16. The system of claim 15 wherein the system for treating a high sugar concentration further comprises an online conductivity analyzer on the permeate of the fourth membrane.
  • 17. The process of claim 15 wherein the first membrane comprises a reverse osmosis membrane.
  • 18. The process of claim 15 wherein the second membrane comprises a membrane bioreactor.
  • 19. The process of claim 15 wherein the third membrane comprises an ultrafilter membrane.
  • 20. The process of claim 15 wherein the fourth membrane comprises a spiral reverse osmosis membrane.
  • 21. The process of claim 15 wherein the fifth membrane comprises a flat sheet reverse osmosis membrane.