The present invention relates to desalinated and soft waters. More particularly, the present invention relates to post treatment of desalinated water and soft water for supply of balanced water composition.
Desalination of seawater and brackish water is receiving increased attention worldwide. It is expected that the percentage of desalinated water out of the total water supply in many countries will increase significantly in the near future. There are two types of industrial desalination processes: reverse osmosis (RO) technology and electro-dialysis technologies. Both processes result in water that is very low in dissolved solids. Naturally occurring soft waters are also encountered in many places. In order to improve the quality of these water sources, treatment is needed (in desalinated water, the water is treated following the membrane separation step and is thus termed “post treatment”). Water low in dissolve substances tastes insipid, but more importantly, it tends to be corrosive to water distribution pipes, which are typically made of metal. Corrosion of metal pipes results in both shortened infrastructure life time and also in a constant release of dissolved metal ions and colloid metal particles into the water, and therefore to the consumer's tap. In order to be able to use the water as drinking water, soft waters and effluent from desalination plants has to be treated to stabilize the water. Additionally, in most places, drinking water is expected to supply certain minerals that are essential for human health, e.g. Ca2+ and Mg2+ ions, and agricultural irrigation supplements such as Ca2+, Mg2+ and SO42− ions. In some occasions, the total hardness of the water (i.e. the sum of [Mg2+] and [Ca2+]) may also be limited due to economic reasons.
Desalinated water is invariably required to be post treated (“Larnaca Desalination Plant”, by B. Liberman in Desalination 138 (2001), 293-295) to comply with a certain, required, chemical quality; However, to date, no formal regulation exists worldwide that defines unequivocally the quality of desalinated water. However, the water is expected to conform to the general water quality requirements. In Israel, the following set of quality criteria for desalinated water was adopted in January 2006 by the Committee for the Update of Israel's water regulations nominated by the Israeli Ministry of Health (the criteria, unique in the world, are expected to come into effect in the near future):
The choice of post-treatment process to be applied in the desalination plant is determined primarily by the water quality required and economic considerations. Two main groups of post treatment processes are typically implemented for soft waters and desalination plant effluents: (1) processes that center around CaCO3(s) dissolution for both alkalinity and Ca2+ supply and (2) processes that are based on direct dosage of chemicals. The latter group is less often implemented because of economical reasons and will thus not be discussed further.
Calcite dissolution processes are cost effective in places where calcite abounds in nature and can be easily extracted. In order to enhance calcite dissolution kinetics, water pH must be reduced before it is introduced into the calcite reactor. Two acidic substances are typically used to lower the pH: H2SO4 and CO2(g). The advantage of using a strong acid such as H2SO4 is that pH can be lowered to any desired value, which results in rapid CaCO3 dissolution kinetics. As a result, it is possible to pass only a fraction of the water through the calcite column, and blend it with the untreated fraction thereafter. To determine the final pH (and the final CCPP value) NaOH is dosed to the blend prior to its discharge. The process is depicted schematically in
The main advantage of this method is that it requires a relatively small calcite packed bed reactor, the application of the acid is simple and inexpensive, and the process is thus relatively cheap. Disadvantages include the release of a substantial amount of SO42− to the water (may also be considered an advantage if the water is used for agricultural irrigation), and possible gypsum precipitation. However, the most significant drawback associated with this process is that it is bound to yield a ratio of approximately 2 to 1 between the Ca2+ and alkalinity concentrations in the effluent, and sometimes even a higher ratio (both parameters in units of mg/L as CaCO3). As a consequent, meeting the demand for an alkalinity concentration of >80 mg/L as CaCO3 results in a Ca2+ concentration that is higher than the upper limit of 120 mg/L as CaCO3 required by the new criteria. In other words, meeting the alkalinity value yields water that is excessively hard. Similarly, if the Ca2+ concentration is maintained below the upper limit (i.e. below 120 mg/L as CaCO3), the alkalinity concentration in the effluent will be below the recommended value and the buffering capacity of the water will low, rendering the water chemically instable. Consequently, the process depicted in
The reason for the approximate 2 (Ca2+) to 1 (alkalinity) ratio is as follows: to be cost effective, concentrated H2SO4 is typically dosed to the water to lower pH to a pH value between 2.2 and 2.5, just before the water enters the calcite reactor (see
The result of this process is that the Ca2+ concentration expressed in the units “mg/L as CaCO3” is always about twice that of the alkalinity expressed in the same units. Simply put, under these conditions, around 50% of the proton accepting capacity of the CO32− that originates from dissolving the calcite solid is used for raising pH from the initial pH value to a pH value around 4.5 that is typically used as the end point for H2CO3* alkalinity determination. This proton accepting capacity is therefore not accounted for in the alkalinity determination procedure.
In the second calcite dissolution process, CO2(g) is used in order to acidify the water prior to its introduction into the calcite reactor. The main advantage of the process is that the resultant Ca2+ to alkalinity ratio tends towards 1 to 1 (both parameters expressed in mg/L as CaCO3) and thus both parameters can be attained at similar concentrations, which allows attaining the alkalinity and calcium criteria at the same time. The main disadvantage of this process is that CO2 addition can reduce pH to not lower than around pH 4.0, and thus calcite dissolution kinetics are much slower than with H2SO4. Consequently, all (or most of) the water has to be passed through the calcite reactor, and thus much larger reactor volumes are required. Another disadvantage is that the application of the CO2(g) as an acidic substance is more expensive than that of H2SO4. As a result, in terms of cost effectiveness, the operation of the method that uses H2SO4 as the acidic substance is considerably cheaper than the method that utilizes CO2(g). However, as explained before, using the process that is depicted in
Another significant drawback that is associated with both calcite dissolution processes is that they result in no addition of Mg2+ ions to the water. Mg2+ ions, although not included in the current Israeli quality criteria, are very much welcome in desalinated water for both agricultural and human health reasons. Post treatment processes that are based on calcite dissolution cannot, naturally, supply Mg2+ ions. Other options such as dolomite rock (MgCa(CO3)2) dissolution or direct chemical dosage are either expensive or result in a high counter anion concentration (typically chloride ions).
It is an object of the present invention to provide additional step(s) to the cost-effective H2SO4-based calcite dissolution post-treatment process that would enable its implementation along with the supply of cheap Mg2+ ions originating from seawater, while fully conforming to the other required criteria.
It is another object of the present invention to provide an apparatus for post-treatment of desalinated and soft waters from which the resulting water is enriched with cheap Mg2+ ions originating from seawater and is fully conforming to other required criteria including (if required) a threshold hardness concentration.
It is therefore provided in accordance with a preferred embodiment of the present invention an H2SO4-based calcite dissolution post-treatment process for desalinated water (or any other soft water) comprising:
Furthermore in accordance with a preferred embodiment of the present invention, the process further comprises washing said ion exchange resin with an internal desalination-plant water stream low in dissolved solids.
Furthermore in accordance with another preferred embodiment of the present invention, one of the said ion exchange resins that is used in the process has a high affinity towards divalent cations such as Mg2+ and Ca2+ and an extremely low affinity towards monovalent cations such as Na+ and K+ and another ion exchange resin has a high affinity towards Na+ and K+ and a relatively low affinity towards Ca2+ and Mg2+.
Furthermore in accordance with another preferred embodiment of the present invention, the 1st said ion exchange resin is a resin such as Amberlite IRC747 (Rohm & Hass INC.) or equivalent and said 2nd ion exchange resin is any resin with the affinity sequence presented above.
Furthermore in accordance with another preferred embodiment of the present invention, said seawater used to load the resin with Mg2+ ions is filtered seawater (filtered either by sand filtration or by UF membrane filtration) before it enters the desalination process.
Furthermore in accordance with another preferred embodiment of the present invention, said seawater used to load the resin with Mg2+ (and Na+ and/or K+ if a limitation on hardness is imposed) is a brine stream provided from a desalination process.
Furthermore in accordance with another preferred embodiment of the present invention, said seawater that is used to load the resin is returned back to a container from where it was taken to be further used in the RO process.
Furthermore in accordance with another preferred embodiment of the present invention, said RO brine that is used to load the resin is returned back to the sea.
Furthermore in accordance with another preferred embodiment of the present invention, the ion exchange reactions are carried out in a batch ion-exchange mode.
Furthermore in accordance with another preferred embodiment of the present invention, the ion exchange reactions are carried out in a continuous ion exchange mode.
Furthermore in accordance with another preferred embodiment of the present invention, the required quality criteria that the process may produce is: Alkalinity (H2CO3* alkalinity) greater than 60 mg/L as CaCO3; Ca2+ higher than 80 mg/L; Calcium Carbonate Precipitation Potential between 3 and 10 mg/L as CaCO3 and pH of less than 8.5. However, the process can be used in a flexible fashion to produce different water qualities, including a limitation on total hardness of, for example, 120 mg/L as CaCO3, while at the same time conforming to the other water quality criteria.
Furthermore in accordance with another preferred embodiment of the present invention, the process can be implemented in order to replace any certain fraction of the Ca2+ concentration generated by the H2SO4-based calcite dissolution process by an equivalent Mg2+, and/or K+ and/or Na+ concentration.
It is furthermore provided in accordance with yet another preferred embodiment of the present invention, a post-treatment apparatus for treating water coming out of a desalination process comprising:
Furthermore in accordance with a preferred embodiment of the present invention, the apparatus further comprises means adapted to wash said at least one ion exchange column and return wash water back to a point in the desalination process from which it was taken, or discard it back to the sea in a controlled and approved fashion.
Furthermore in accordance with another preferred embodiment of the present invention, effluent from said exchange cycle is recombined with raw water split flow of the desalinated water and NaOH is added to the combined flow to attain desalinated water having predetermined required pH, alkalinity, Ca2+, total hardness and CCPP values.
Furthermore in accordance with another preferred embodiment of the present invention, the water added with NaOH is mixed in a storage tank to yield a required water quality prior to discharge.
Furthermore in accordance with another preferred embodiment of the present invention, said ion exchange columns are continuous exchangers wherein said resins are adapted to pass between a “load zone”; a “wash zone”; and an “exchange zone” and wherein the time the resin spends in each of the zones is determined by specific required quality criteria.
Furthermore in accordance with another preferred embodiment of the present invention, the 1st resin is a resin such as Amberlite IRC747 (Rohm & Hass INC.) and the 2nd resin is a resin with a high affinity towards Na+ and K+ and a relatively low affinity towards Ca2+ and Mg2+.
Furthermore in accordance with another preferred embodiment of the present invention, said Mg2+, Na+ and K+ ions are originating from filtered seawater before it enters the desalination process or from brine provided from a desalination process.
In addition and in accordance with yet another preferred embodiment of the present invention, said filtered seawater or brine is returned back to a container from where it was taken in a closed loop manner after passing through said at least one ion exchange column.
In order to better understand the present invention and appreciate its practical applications, the following Figures are attached and referenced herein. Like components are denoted by like reference numerals.
It should be noted that the figures are given as examples and preferred embodiments only and in no way limit the scope of the present invention as defined in the appending Description and Claims.
The present invention provides a new and unique post treatment process to be used after water desalination or to be applied to naturally occurring soft waters. The present invention may be used to treat any soft water type. Desalinated water is an example for such water. The post treatment process in accordance with the present invention makes use of the most cost-effective post-treatment process (i.e. calcite dissolution using H2SO4), but at the same time results in a Ca2+ (and possibly total hardness) concentration in the effluent that complies with stringent water criteria regulations (in terms of alkalinity, CCPP and pH) and also in a significant supply of dissolved Mg2+ with the water, while fully conforming to the other required criteria.
Optionally, seawater as a source of cations may be replaced inland with solid salts extracted from the sea. For example, a certain salt product from the Dead Sea in Israel contains 25% Mg2+ by mass and can be used for this purpose.
The invention hinges around replacing the excessive Ca2+ ions generated in the H2SO4 based calcite dissolution process by Mg2+ (and possibly Na+ and K+ ions, if a restriction on total hardness is imposed) ions originating from seawater. First, Mg2+ ions are separated from natural water body such as seawater by means of an ion exchange resin that has a high affinity towards divalent cations (Mg2+ and Ca2+) and an extremely low affinity towards monovalent cations (Namely Na+ and K+). Second, the Mg2+-loaded resin is contacted with a certain portion of the effluent of the calcite reactor. In this step Mg2+ and Ca2+ are exchanged. Consequently, the Ca2+ concentration of the water decreases while the Mg2+ concentration increases to comply with the required quality criteria. If a restriction on total hardness is imposed, a certain Ca2+ portion should also be replaced with monovalent cations such as Na+ and K+. In such a case a second ion exchange resin, having a high affinity towards Na+ and K+ and a low affinity towards Ca2+ and Mg2+ is used to load Na+ and K+ from seawater (or RO brine). This resin is thereafter contacted with a certain portion of the calcite reactor effluent whereby a predetermined Ca2+ concentration is replaced with Na+ and K+.
All the water streams used in the ion exchange processes are preferably internal streams that form a part of the desalination plant sequence regardless of the additional ion exchange processes. For example, the stream used to load the resins with Mg2+, Na+ and K+ ions may be either the filtered seawater before it enters the membrane process or the brine of the 1st RO desalination step. The water that is used to load the resin is returned back to the container from where it was taken (closed loop) or discarded back to the sea (in the case of brine).
Reference is now made to
A simplified scheme of exemplary batch operation mode is depicted in
Reference is now made to
After leaving the Load zone, the resin passes on to the Wash zone in which it is washed by water low in TDS originating from the desalination process (e.g. the brine of one of the RO process stages that has a relatively low salinity, for example the brine from the 2nd or 4th stage in the Ashkelon desalination plant). After washing the resin, the wash water is returned to the RO process, thus again no waste is generated. The time that the resin spends in the wash zone (and the washing water flow rate) is planned in such a way that the salinity added to the product water due to water remaining in the bed that originated from the Load zone would not exceed an average Total Dissolved Solids (TDS) value of approximately 5 mg/L. The resin that leaves the Wash zone is conveyed to the “Exchange zone” to which the effluent of the calcite dissolution process is pumped. In this zone the surplus dissolved Ca2+ ions generated in the calcite dissolution process are exchanged (equivalent per equivalent) with Mg2+, Na+ or K+ ions adsorbed on the resins (see example below). The water that leaves the Exchange zone is recombined with the split soft water stream to yield the final required Ca2+, Mg2+, and hardness (if required) concentrations. Finally, NaOH is dosed to the combined stream to attain a required pH (and CCPP) value.
There are two main advantages to the modification of the H2SO4 calcite dissolution process that is suggested in the invention: the addition of the ion exchange part allows using this process (which is much cheaper than the alternatives) without surpassing the Ca2+ concentration limit set by the new criteria. At the same time the process allows the supply of cheap Mg2+ ions to the water, and also the supply of water that is not excessively hard. Furthermore, the process generates no waste streams since all the water required to both load the resin and wash it comes from within the RO process and returns to it without inversely affecting the membrane separation process itself.
The following examples demonstrate how to attain two different sets of required water quality criteria using the proposed process. In the first example it is assumed that a continuous ion exchange mode is used. In the second example multiple column operation (stationary resin) is assumed. Multiple column operation is, in principal, similar to continuous operation, apart from the fact that the resin is stationary (it is subjected periodically to three different water streams in the Exchange, Load and Wash cycles) and the water quality that leaves the post treatment process is not constant with time. A constant and average water quality can be attained by either installing a downstream storage tank, or in case the water flow rate is large, multiple ion exchange columns can be used, operated gradually with time. In the latter case the effluent streams from the columns are combined together in order to attain a final water quality with predetermined fluctuations in quality parameters' concentrations.
Note that in these two specific examples the water quality requirements do not include a restriction on the total hardness concentration. If such a restriction is imposed a second ion exchange resin should be installed with the aim of replacing excess Ca2+ ions with Na+ and/or K+ ions.
Flow rate of RO desalination plant=14,000 m3/hr (equivalent to the typical operative flow rate of a plant designed to supply 100,000,000 m3/year).
Total dissolved solids concentration in the water originating from the membrane separation process=30 mg/L.
Fraction of raw water that passes through the calcite reactor=25%.
Temperature=20° C.
CCPP assumed at the outlet of the calcite reactor=−10 mg/L as CaCO3.
In these examples it was assumed that the post treatment reactors are sealed from the atmosphere, and therefore no release of CO2 from the water to the atmosphere occurs.
Alkalinity>90 mg/L as CaCO3
120>[Ca+]≧80 mg/L as CaCO3
[Mg2+]=24.3 mg/L as Mg2+
CCPP≧3.0 mg/L as CaCO3
pH=<8.5
The required chemicals addition to the water when it passes through the calcite reactor is (assuming that only 25% of the water passes through the calcite reactor the chemical dosage per m3 of product water is 25% of these values):
H2SO4 (100%)=487 mg/L (to pH 2.06)
CaCO3(s)=760 mg/L
According to the existing calcite dissolution process, this stream should have been recombined with 75% of untreated water and NaOH added to attain a pH value of around 7.8 to yield the following results: Alkalinity=92.5 mg/L as CaCO3, [Ca2+]=190 mg/L as CaCO3, and CCPP=3.2 mg/L as CaCO3 (the NaOH dosage required in this scenario is 21.4 mg/L).
In the suggested process, the water that leaves the calcite column has the following water quality parameters: Alkalinity=263 mg/L as CaCO3, Ca2+=760 mg/L as CaCO3, pH=6.64. This water is pumped into the “exchange zone” and is contacted with the resin so that 8 meq/L of CaCO3 (i.e. 2 meq/L or 100 mg/L as CaCO3 in the final product water after it is recombined with the split stream; see
The resulting water composition (following the blend with the split raw water stream (see
Estimation of the Volume of Resin Required in the Continuous Ion Exchange Process (according to the requirements presented in the Example)
Using the specific resin Amberlite IRC747 (Rohm & Hass INC.), the hydraulic retention time required in the Exchange zone is between 1.5 and 2 minutes (i.e. 30 to 40 bed volumes per hour—manufacturer's data). Assuming that the flow rate into the calcite reactor is 3500 m3/h (25% of the hourly peak flow rate of a 100,000,000 m3/year desalination plant), the volume of resin in the Exchange zone should be around 100 m3 (3500 m3/h divided by 35 BV/h).
The volume of the resin in the “Load” zone is, under the conditions of this example, 15% to 20% of the volume in the “Exchange zone” (i.e. up to 20 m3).
The volume of the resin in the “Wash” zone in the example is expected not to exceed 10 m3.
In total the volume of resin required under the conditions described in the example is up to 130 m3.
Alkalinity≧65 mg/L as CaCO3
120>[Ca2+]≧80 mg/L as CaCO3
[Mg2+]=12.15 mg/L
CCPP≧2.0 mg/L as CaCO3
pH<8.5
The required chemicals addition to the water when it passes through the calcite reactor is (assuming that only 25% of the water passes through the calcite reactor, the chemical dosage to the overall water flow is one fourth of the dosage stated herein):
H2SO4 (100%)=316 mg/L (to pH 2.24)
CaCO3(s)=525 mg/L
According to the existing calcite dissolution process, this stream should have been recombined with 75% of untreated water and NaOH added to attain a pH value of around 8.2 to yield the following results: Alkalinity=66 mg/L as CaCO3, [Ca2+]=132 mg/L as CaCO3, and CCPP=3.0 mg/L as CaCO3 (the NaOH dosage required in this scenario is 12.3 mg/L).
In the suggested process, the water that leaves the calcite column (with the following water quality parameters: Alkalinity=202.5 mg/L as CaCO3, Ca2+=525 mg/L as CaCO3, pH=6.83) is pumped into the ion exchange columns and is contacted with the resin so that 4 meq/L of CaCO3 (i.e. 1 meq/L or 50 mg/L as CaCO3 in the final product water after it is recombined with the split stream; see
The resulting water composition (following the blend with the split raw water stream—see
Estimation of the Volume of Resin Required in the Multiple Column Ion Exchange Process (According to the Requirements Presented in this Example)
Using the same resin and flow rates as in example #1, the volume of resin in the Exchange step should also be the same, i.e. around 100 m3 (see example #1).
The time a resin column spends in the “Load” step in this example is less than 7% of the time it spends in the “Exchange” step. The time a resin column spends in the “Wash” step in this example is expected not to exceed 2% of the time it spends in the “Exchange” step. Therefore, the volume of resin required in the load and wash steps together amounts to around 9% of the amount in the exchange step. Thus, a total volume of 110 m3 resin is required in this example.
Accordingly, a typical design can assume 11 ion exchange columns, each with 10 m3 of resin: at all times 10 columns would be in the exchange step while the 11th column would be in the load/wash step. A single ion exchange column will produce water at the beginning of the exchange step that is high in Mg2+ and low in Ca2+ and exactly the opposite at the end of the exchange step. However, under the suggested design, the 10 resin columns are operated at a time gap of 37 min from each other. (The “Exchange step” lasts 220 BV at a flow rate of 35 BV/h, i.e. a full cycle of single column would last 6.29 h and one-tenth of it is 37 min). Under such an operational regime, the effluents of the ion exchange columns are mixed and the Mg2+ and Ca2+ concentrations in the final product water would change linearly with time during 37 min repeating cycles from 7.53 to 8.34 meq/L ([Ca2]) and from 4.54 to 3.56 meq/L ([Mg2+]).
It should be clear that the description of the embodiments and attached Figures set forth in this specification serves only for a better understanding of the invention, without limiting its scope as covered by the following Claims.
It should also be clear that a person skilled in the art, after reading the present specification can make adjustments or amendments to the attached Figures and above described embodiments that would still be covered by the following Claims.
Number | Date | Country | Kind |
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178800 | Oct 2006 | IL | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/IL07/01261 | 10/21/2007 | WO | 00 | 4/20/2009 |