Embodiments described herein relate generally to improved systems and methods for the desalination of seawater and, more particularly, to methods and apparatus for the treatment and disposal of wastewater having a relatively low salt concentration and concentrate (brine) generated from desalination plants having a relatively high salt concentration.
The desire to make drinkable, potable water out of seawater has existed for a long time. Several approaches can be taken to remove the salt and other chemicals. One approach to desalination is reverse osmosis. This method uses pressure to force salty feed water against membranes which allows the relatively salt free water to pass through, but not much of the salts or other minerals, to create a concentrate (brine) and a permeate. Desalination systems are disclosed in U.S. Pat. No. 6,946,081, and U.S. application Ser. No. 12/424,125, the disclosures of which are incorporated by reference herein in their entirety. The permeate from the desalination plant may be used as potable water for home use, agriculture, or industry. The concentrate must be properly disposed of, often by discharge to a body of water, such as an ocean, sea, or other body of salty water. However, the discharge of concentrated seawater from a desalination facility into a natural environment of water having a lower concentration of salts and minerals may harm organisms or otherwise damage the natural environment.
Similarly, wastewater having a relatively low salt concentration from other water treatment processes are also disposed of by discharge into bodies of salty water. The discharge of fresh water or water having a relatively low salt concentration into a natural environment of water having a higher concentration of salts and minerals may harm organisms or otherwise damage the natural environment. For example, the city of San Jose, Calif. limits the flow of treated municipal and industrial wastewater, into the south end of San Francisco Bay because too much of such low salt concentration wastewater could convert the salt marsh located there into a brackish marsh, endangering the resident animal and plant life.
Thus, there is a need for methods and apparatus to properly dispose of concentrate from a water desalination plant and treated wastewater from a waste treatment plant into surface bodies of water or otherwise without causing environmental damage.
Various embodiments described herein provide methods and apparatus for combining concentrated seawater by-product of a desalination plant with treated municipal and industrial wastewater produced by a wastewater treatment plant in proportions required to maintain a desired salinity of the discharge. In an embodiment described herein, a method for disposing of concentrated by-product of the desalination process includes mixing treated wastewater and salty water concentrate to produce a combined discharge with the appropriate mix of salts and minerals to more closely match the water quality character of the receiving water.
In another embodiment, a method for releasing water into the environment includes the steps of obtaining concentrate from a water desalination plant by desalinating salty water, obtaining treated wastewater from a wastewater treatment plant, combining the concentrate and treated wastewater, and releasing the combined concentrate and treated wastewater into a body of water. In one embodiment, the combined concentrate and treated wastewater has a salinity such that the combined concentrate and treated wastewater is less harmful to the environment of the body of water.
In another embodiment, a mixer for combining wastewater and salty water concentrate includes a first input coupled to a source of treated wastewater, a second input coupled to a source of salty water concentrate, and an output coupled to a body of salty water. In various embodiments, the source of treated wastewater is a wastewater treatment plant, the source of salty water concentrate is a water distillation plant, and/or the body of salty water is an ocean.
In yet another embodiment, a system for disposing of treated wastewater includes a mixer for mixing a concentrated salty water and a treated wastewater, a salty water desalination plant, and a wastewater treatment plant. The salty water desalination plant includes an input coupled to a source of salty water, a desalination unit for desalinating the salty water to produce a permeate having a lower salt concentration than the salty water and a concentrate having a higher salt concentration than the salty water, and an output coupled to the mixer for outputting at least a portion of the concentrate to the mixer. The wastewater treatment plant includes an input coupled to a source of wastewater, a wastewater treatment process, and an output coupled to the mixer.
These and other features and advantages of the invention will be more clearly understood from the following detailed description and drawing of an embodiment of the present invention.
To increase the salt concentration of the discharged wastewater, seawater concentrate from the seawater desalination plant 24 may be sent to the wastewater treatment plant 25 via pipe 105 and mixed with the treated wastewater before discharging the treated wastewater. In other embodiments, various combinations of seawater concentrate and seawater may be sent to the wastewater treatment plant 25 from the seawater desalination plant 24 via pipe 105 and mixed with the treated wastewater. In another embodiment, seawater alone may be used as a source of salt water to be mixed with the treated wastewater.
The seawater desalination plant 24 receives seawater to be desalinated from the ocean, bay, or estuary 71 through in inlet 86 connected to pipes and pumps 34. In one embodiment, the seawater may be provided from a power plant (not shown) located near the seawater desalination plant as described in further detail in U.S. Pat. No. 6,946,081. In another embodiment, seawater or brackish water may be provided from dewatering pumps at a subsurface parking structure, such as a garage (not shown). A portion or all of the seawater or brackish water extracted from underneath the parking structure may bypass the wastewater treatment plant 25 and be sent directly to the desalination plant by a diverting series of pipes.
The seawater desalination plant 24 may desalinate the seawater to produce a permeate having a salt concentration lower than that of the seawater and a concentrate having a salt concentration higher than that of the seawater. The seawater desalination plant 24 may desalinate the seawater using a reverse osmosis method, a membrane softening method, an electrodialysis desalination method, an electrodialysis reversal method, a distillation method, or some combination thereof. The permeate may be sent to one or more municipalities 11, 12, 13, 14 via pipe 54 and/or other pipes (not shown) for use as potable water or may be used for agriculture or industry. A portion of the concentrate may be output from the seawater desalination plant 24 via a series of pipes and pumps 44 and may be disposed of to the ocean using the pipes 46 and outlet 76. In another embodiment, some or all of the concentrate may be sent to the wastewater treatment plant 25 via pipe 105. The desalination plant 24 may be located remotely from or near to the wastewater plant 25 and/or the ocean 71, and may share discharge facilities.
In the desalination unit 214, the seawater is separated into a permeate and a concentrate. The desalination unit may include a reverse osmosis system, a membrane softening system, an electrodialysis desalination system, an electrodialysis reversal system, a distillation system, or some combination thereof. The permeate may be output through line 54. A portion of the concentrate may be output from the seawater desalination plant 24 through line 44 and may be disposed of to the ocean using the pipes 46 and outlet 76.
All or only a portion of the concentrate may be sent to the wastewater treatment plant 25 via pipe 105. In other embodiments, a mixed seawater and seawater concentrate or seawater alone may be sent to the wastewater treatment plant 25. Wastewater from municipalities 11, 12, 13 or other locations is sent to the wastewater treatment plant via pipes 110, 120, 130. The wastewater is treated in one or more wastewater treatment units 118, which may include methods such as screening, sedimentation, activated sludge, surface-aerated basins, filter beds, oxidizing beds, biological aerated filters, membrane bioreactors, rotating biological contactors, filtration, lagooning, nutrient removal, nitrogen removal, phosphorus removal, disinfection, and the like. The treated wastewater may then be sent to a mixing location 116 where it is mixed with the seawater concentrate and/or seawater from the seawater desalination plant 24 to produce a mixed wastewater. Mixing location 116 may be located at a wastewater treatment plant 25 or other locations along the treated wastewater discharge pipeline 107. The mixed municipal wastewater and seawater concentrate may then be disposed of though pipe 107 to outlet 96 located in the ocean 71 or other body of water. In another embodiment, the wastewater plant 25 and the seawater desalination plant 24 may share an outlet 76 and/or outlet 96.
The ratio of concentrate to treated wastewater may be varied in order to obtain a total dissolved solids (TDS) concentration sufficient so as not to harm, or to reduce the harm to the environment of the ocean 71 or other body of water into which the mixed wastewater is disposed. Combining concentrate and/or seawater and treated wastewater may be accomplished by using a proportioning mechanism to control the ratio of concentrate to treated wastewater. Additionally, any other suitable proportioning mechanism may be employed. The proportioning may be manually or automatically controlled.
The mixing ratio of the concentrate to wastewater depends on a number of factors, including the total dissolved solids (“TDS”) concentrations of the wastewater and the concentrate. One mechanism by which the concentrate renders the wastewater non-toxic is a balance of the ratios of one or more key ions (calcium, magnesium, fluoride, strontium, sodium, chloride, potassium, sulfates, and bicarbonates) and the total dissolved solids (TDS) concentration of the concentrate (ion/TDS ratio) in the combined concentrate and wastewater mixture. If the ion/TDS ratio for one or more of these key ions contained in the combined concentrate and wastewater mixture is above a certain threshold value, the concentrate exhibits toxicity to marine life in the vicinity of the discharge. If the ion/TDS ratio is lowered below a certain level by increasing the salinity of the mixture, the effects of the combined wastewater and concentrate on the environment will be reduced and the discharge of the combined wastewater and concentrate may comply with environmental regulations. Furthermore, the combined wastewater and concentrate may be made less toxic or non-toxic to at least some resident marine life.
To increase the salt concentration of the discharged wastewater, seawater concentrate from the seawater desalination plant 24 may be sent to the wastewater treatment plant 25 via pipe 105 and mixed with the treated wastewater before discharging the treated wastewater. In other embodiments, various combinations of waters, such as seawater concentrate, brackish concentrate, and seawater, may be sent to the wastewater treatment plant 25 from the brackish plants 21, 22 via pipelines 41, 42 and the seawater desalination plant 24 via pipe 105 and mixed with the treated wastewater. In another embodiment, brackish concentrate directly from the brackish desalination plants 21, 22 may be used as a source of salt water to be mixed with the treated wastewater with or without water from the seawater desalination plant 24.
As shown in
The seawater and the brackish concentrate are received by and mixed at the seawater desalination plant 24 to produce a mixed water. In other embodiments, the brackish concentrate and seawater may be mixed at other convenient locations and the mixed water may be supplied to the seawater desalination plant 24. The seawater desalination plant 24 may desalinate the mixed water to produce a permeate having a salt concentration lower than that of the mixed water and a concentrate having a salt concentration higher than that of the mixed water. The seawater desalination plant 24 may desalinate the mixed water using a reverse osmosis method, a membrane softening method, an electrodialysis desalination method, an electrodialysis reversal method, a distillation method, or some combination thereof. The permeate may be sent to a municipality 14 via a series of pumps and pipes 54 for use as potable water or may be used for agriculture or industry. A portion of the mixed concentrate may be output from the seawater desalination plant 24 via a series of pipes and pumps 44 and may be disposed of to the ocean using the pipes 46 and outlet 76 of the power plant 26. In another embodiment, the mixed concentrate may be output to an outlet 76 not connected to a power plant 26 (not shown). Another portion or, in another embodiment, all of the concentrate may be sent to the wastewater treatment plant 25 via pipe 105.
The above description and drawings are only to be considered illustrative of specific embodiments, which achieve the features and advantages described herein. Modifications and substitutions for specific conditions and materials can be made. Accordingly, the embodiments are not considered as being limited by the foregoing description and drawings, but is only limited by the scope of the appended claims.
This application claims the benefit of U.S. provisional application 61/177,856, filed on May 13, 2009, the subject matter of which is incorporated by reference herein in its entirety.
Number | Name | Date | Kind |
---|---|---|---|
3352107 | Blaskowski | Nov 1967 | A |
3671404 | Meckler | Jun 1972 | A |
4009082 | Smith | Feb 1977 | A |
4083781 | Conger | Apr 1978 | A |
4141825 | Conger | Feb 1979 | A |
4156645 | Bray | May 1979 | A |
4161445 | Coillet | Jul 1979 | A |
4169789 | Lerat | Oct 1979 | A |
4347704 | Marquardt et al. | Sep 1982 | A |
4354939 | Pohl | Oct 1982 | A |
4434057 | Marquardt | Feb 1984 | A |
4765514 | Berglund | Aug 1988 | A |
5076934 | Fenton | Dec 1991 | A |
5098575 | Yaeli | Mar 1992 | A |
5128042 | Fenton | Jul 1992 | A |
5238574 | Kawashima et al. | Aug 1993 | A |
5329798 | Takakura et al. | Jul 1994 | A |
5346592 | Madani | Sep 1994 | A |
5547584 | Capehart | Aug 1996 | A |
5622605 | Simpson et al. | Apr 1997 | A |
5645693 | Gode | Jul 1997 | A |
5651894 | Boyce et al. | Jul 1997 | A |
5814224 | Khamizov et al. | Sep 1998 | A |
5980716 | Horinouchi et al. | Nov 1999 | A |
6083382 | Bird | Jul 2000 | A |
6100600 | Pflanz | Aug 2000 | A |
6126834 | Tonelli et al. | Oct 2000 | A |
6183646 | Williams et al. | Feb 2001 | B1 |
6187200 | Yamamura et al. | Feb 2001 | B1 |
6190556 | Uhlinger | Feb 2001 | B1 |
6190558 | Robbins | Feb 2001 | B1 |
6254734 | Sephton | Jul 2001 | B1 |
6299766 | Permar | Oct 2001 | B1 |
6306291 | Lueck | Oct 2001 | B1 |
6468431 | Oklelas, Jr. | Oct 2002 | B1 |
6508936 | Hassan | Jan 2003 | B1 |
6647717 | Zaslavsky et al. | Nov 2003 | B2 |
6679988 | Gsell | Jan 2004 | B2 |
6783682 | Awerbuch | Aug 2004 | B1 |
6833056 | Kamiya et al. | Dec 2004 | B1 |
6905604 | Taber | Jun 2005 | B2 |
6946081 | Voutchkov | Sep 2005 | B2 |
7037430 | Donaldson et al. | May 2006 | B2 |
7077962 | Pipes | Jul 2006 | B2 |
7081205 | Gordon et al. | Jul 2006 | B2 |
7083730 | Davis | Aug 2006 | B2 |
7118307 | Stoecker et al. | Oct 2006 | B2 |
7128310 | Mockry et al. | Oct 2006 | B2 |
7178337 | Pflanz | Feb 2007 | B2 |
7225620 | Klausner et al. | Jun 2007 | B2 |
7239037 | Alstot et al. | Jul 2007 | B2 |
7329962 | Alstot et al. | Feb 2008 | B2 |
7416666 | Gordon | Aug 2008 | B2 |
7455778 | Gordon | Nov 2008 | B2 |
7501064 | Schmidt et al. | Mar 2009 | B2 |
7746323 | Otsuki et al. | Jun 2010 | B1 |
7749386 | Voutchkov | Jul 2010 | B2 |
8206589 | Voutchkov | Jun 2012 | B2 |
20030230534 | Donaldson et al. | Dec 2003 | A1 |
20050029192 | Arnold et al. | Feb 2005 | A1 |
20090090676 | Johnson | Apr 2009 | A1 |
20090114603 | Gordon | May 2009 | A1 |
20110017666 | Cath et al. | Jan 2011 | A1 |
20130087501 | Moe et al. | Apr 2013 | A1 |
Number | Date | Country |
---|---|---|
67054 | Mar 1989 | IL |
WO 9718166 | May 1997 | WO |
WO 2006106158 | Oct 2006 | WO |
Entry |
---|
Mickley and Associates (2001), “Membrane Concentrate Disposal: Practices and Regulation” U.S. Department of the Interior, Bureau of Reclamation, Technical Services Center, Desalination and Water Purification Research and Development Program Report No. 69. |
N. Voutchkov, “Novel Method for Assessing Salinity Tolerance of Marine Organisms” Environment Engineer: Applied Research and Practice, Summer 2007, vol. 3, pp. 24-28, American Academy of Environmental Engineers. |
M. Mickley, “Major Ion Toxicity in Membrane Concentrate” AWWA Research Foundation and American Water Works Association, 2000. |
Mushtaque Ahmed et al., “Use of Evaporation Ponds for Brine Disposal in Desalination Plants,” Desalination 130 (2000), pp. 155-168. |
Robert R. Yamada, et al., “Co-Located Seawater Desalination/Power Facilities: Practical and Institutional Issues,” Desalination 102 (1995), pp. 279-286. |
Number | Date | Country | |
---|---|---|---|
20100314313 A1 | Dec 2010 | US |
Number | Date | Country | |
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61177856 | May 2009 | US |