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PRINCIPLES OF WATER TREATMENT

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Dissolved Gases and Suspended Solids

The presence of dissolved gases and suspended solids can be detrimental to the water systems associated with an industrial facility. Therefore, these conditions must be minimized or eliminated to reduce corrosion in the systems of the facility. The way these conditions are controlled and the difficulties in controlling them are discussed in this chapter.

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Removal of Dissolved Gases

Dissolved gases result from different sources depending upon which system we examine. In the following discussion, we will address makeup water, boiler feedwater, and secondary facility water systems. We will discuss the sources of dissolved gases, and methods used to reduce their concentrations to acceptable levels.

Makeup Water

Many facilities use raw water as a source for makeup water systems. Pretreatment of this water is accomplished in various ways from distillation to a series of distinct processes as shown in Figure 1. In a pretreatment system similar to that shown in Figure 6, a resin column containing a cation resin (hydrogen form) is used to remove cations. The water entering the cation exchanger contains numerous ions including sodium (Na+), bicarbonate (HCO3- ), and others

(HCO3- is one of the major impurities in many raw water systems). Na+ ions result from the water softener located upstream in the pretreatment system. In addition to the HCO3- ions, raw water contains large amounts of magnesium (Mg++) and calcium (Ca++), as well as small amounts of other ionic impurities.


Figure 1: A Typical Pretreatment System

The reactions that occur in the water softener include the removal of both Mg++ and Ca++ ions. The water softener contains resin in which the insoluble exchange site is the SO3- molecule, and the soluble ions attached to the exchange site are Na+ ions. When water containing Mg++, Ca++, and HCO3- ions is passed over the resin in the softener, the ions are exchanged by the following reaction (Mg++ removal is similar).

Note that electrical neutrality is maintained before and after the exchange reaction. One calcium ion with two positive charges is attached to two exchange sites that release two sodium ions with one positive charge each. The HCO3- ion is not affected by the reaction and passes through the resin of the softener.

To obtain pure water, it is necessary to demineralize the water completely, which is accomplished using a cation exchanger, an aerator, and an anion exchanger.

The cation exchanger contains resin in the hydrogen form. In this treatment step, essentially all cations entering the ion exchanger will be held at the exchange site, and H+ will be released as shown in the following typical reaction (the anions, specifically the HCO3- ions, are unaffected by the cation exchanger).

The water leaving the resin is somewhat acidic (depending on the incoming ion concentration) because it contains H+ ions and whatever anion was associated with the incoming cation. After passing through the cation resin, the HCO3- ions combine with the H+ ions to form carbonic acid (H2CO3). Carbonic acid is a weak acid that will decompose to water and CO2 by the following reaction.

Because the carbonic acid readily dissociates, the aerator is used to remove the CO2 from the makeup water at this point in the system. If we aerate the water by some means, such as spraying it through a tower or blowing air through the water, the CO2 is "stripped" from the water and vented to the atmosphere. The removal of CO2 forces Reaction (4-8) to shift to the right, which converts more H2CO3 to CO2. With sufficient aeration, all bicarbonate (HCO3-), and therefore CO2, can be removed.

Similar reactions occur in the anion exchanger. For example, anion resin, which has hydroxide ions at the exchange sites, will react as indicated in the following typical reaction.

In this pretreatment system, the anion resin is downstream of the cation resin, and the only cations present are hydrogen ions. When the hydroxyl ions are released from the anion exchange sites, they combine with the hydrogen ions to form water. As a result, pure water appears at the effluent (this is somewhat overstated because a very small amount of other cations and anions pass unaffected through the resin columns in actual practice).

Another method sometimes used to remove dissolved gases from water is deaeration. In this process, the water is stored in vented tanks containing electric heaters or steam coils. The water is heated to a temperature sufficient for slow boiling to occur. This boiling strips dissolved gases from the stored water, and these gases are then vented to the atmosphere. Usually, the vented gases are directed through a small condenser to limit the loss of water vapor that would escape as steam along with the gases. This method is particularly effective in removing dissolved oxygen as well as other entrained gases (CO2, N2, and Ar).

Boiler Feedwater

Because boiling occurs in the steam generators, any dissolved gases entrained in the boiler feedwater will be stripped out during the boiling process. These gases are carried with the steam through the primary and auxiliary systems and ultimately end up in the condensers. The design of the condensers is such that non-condensable gases (for example, O2, CO2) are collected and routed to the air removal system (which consists of air ejectors or mechanical pumps), where they are subsequently discharged to the atmosphere.

Scavenging involves the use of solid additives and volatile chemicals. One commonly-used solid chemical additive is sodium sulfite (Na2SO3). Scavenging of oxygen occurs by the following reaction.

As can be seen by Reaction (4-12), oxygen is consumed in the reaction resulting in the formation of sodium sulfate, Na2SO4 (a soft sludge). Addition of this scavenging agent is limited to drum type boilers. Once Thru Steam Generators (OTSG) do not use this method, but instead use controls that keep all scale-forming chemicals out of the boilers.

Sodium sulfite reacts rapidly with oxygen and is a very efficient scavenger. However, being a solid and the source of another solid (Na2SO4) that is produced during the reaction, sodium sulfite has the potential of fouling heat transfer surfaces. An additional problem associated with the use of sodium sulfite is corrosion of secondary system components resulting from its decomposition products. At the temperatures present in the boiler, sodium sulfite can decompose as follows.

Sulfur dioxide (SO2) is a gas and is carried over to the remainder of the steam facility. With water (in the steam or in the feed/condensate system), the SO2 reacts in the following manner.

This acidic condition is corrosive to all components in the secondary system.

Because of the problems associated with sodium sulfites, many facilities use volatile chemistry control of the secondary steam system to control dissolved gases in conjunction with air removal systems. This control utilizes hydrazine (Reaction 4-11) and morpholine (Reaction 4-15) to eliminate oxygen and carbon dioxide, respectively.

As can be seen by Reaction (4-11), no solids are formed; thus, the tendency of fouling heat transfer surfaces is reduced. An additional benefit results from the decomposition of hydrazine by the following reactions.

These reactions result in an alkaline pH condition that decreases corrosion in the steam facility. As can be seen in Reaction (4-15), the consumption of CO2 takes place. Two benefits result from this reaction; 1) the inventory of dissolved gases in the steam facility is reduced, and 2) is the reaction contributes to maintaining a higher pH by eliminating carbonic acid (H2CO3), thus reducing corrosion.

Removal of Suspended Solids

Referring back to Figure 6 and examining the effluent of the softener, we find that both sodium salts and precipitates are present. These substances result from reactions that typically occur based on the presence of Ca++ and Mg++ salts. The chemicals most commonly used for softening are soda ash or sodium carbonate (Na2CO3) and hydrated lime (Ca(OH)2). Hard water (water containing Ca++ and Mg++ salts) contains calcium and magnesium bicarbonates

(Ca(HCO3)2) and (Mg(HCO3)2), as well as calcium sulfate (CaSO4) and magnesium chloride (MgCl2). These impurities produce the following reactions.

As evident from the above reactions, although Ca++ and Mg++ ions can be removed from solution, soluble sodium salts are formed. Consequently the total dissolved solid content is essentially unchanged. CaCO3 and Mg(OH)2 are in precipitate form and must also be removed from the solution. One method of doing this is by filtration. Filtration is the process in which insoluble solids are removed from the water by passing them through a filter medium consisting of some type of porous material. This process will remove suspended solids and precipitates, but has no effect on dissolved solids. Numerous materials are used as filter media and include sand, activated charcoal, anthracite, diatomaceous earth, and to some extent resin in an ion exchanger. Activated charcoal is often used following a chlorinator in a water treatment system because it removes excess residual chlorine as well as suspended matter.

There are two types of mechanical filters in use, gravity and pressure. Pressure filters are the most widely used because they can be installed in a pressurized system, thereby eliminating the need for additional pumps (gravity filters require pumps to provide a motive force). In addition, in a pressurized filter system, flow rate and other associated parameters can be better controlled.

Ion exchangers also function as filtration units by virtue of the size of the resin beads and the torturous path the water must follow in passing through the resin. The filtration efficiency, however, is significantly less than the ion exchange efficiency (90% or less for filtration versus approximately 100% for most ion exchange reactions). Filtration efficiency depends largely on the size of the suspended materials, with greater efficiency for the larger particles. Adverse effects of this filtration process are similar to those occurring in other types of filters. The buildup of filtered particles (crud) can cause flow reductions that may necessitate removal or backwash of the resin.

Resin Bed Malfunctions

The resin beds of ion exchangers are susceptible to malfunction from a number of causes. These causes include channeling, breakthrough, and exhaustion.

Channeling

Channeling is a condition in which the resin allows a direct flow of water through the ion exchanger. Flow channels are established from the inlet to the outlet of the ion exchanger, which allows water to flow essentially unrestricted through the resin via these paths. If channeling occurs, the water flowing through the resin bed has insufficient contact with the resin beads and results in a decrease in effectiveness of the ion exchanger.

Channeling most often results from improper filling of the ion exchanger with resin. If insufficient water is mixed with the resin when it is added, the resin column may contain pockets, or voids. These voids may then set up flow paths for channeling to occur. Improper design or malfunction of the water inlet connection (flow diffuser) can also lead to channeling.

Breakthrough and Exhaustion

To gain further insight into the processes that occur in a column of mixed bed resin as it removes an impurity, it is worthwhile to construct a series of curves such as those shown in Figure 2. These curves illustrate the behavior of hydrogen form resin as it removes NH4+ ions from solution (the behavior of an anion resin is analogous). The two rows of curves schematically represent the concentrations of H+ and NH4+ on the resin and in the effluent (exiting solution).

In the bottom row, concentration is plotted against volume of solution that has passed through the column. That is, the plots represent the concentration of the indicated ion in the effluent solution after a volume of solution has passed through the resin. It is assumed that the concentration of NH4+ in the influent is constant. NH4+ ions are more strongly attracted to the resin than are H+ ions. Thus, NH4+ ions readily exchange for H+ ions on the resin.


Figure 2: Behavior of Hydrogen From Cation Exchange Bed as it Removes Ammonium Ions From Solution

As solution passes through the resin column, the relative amounts of ammonium and hydrogen ions on the resin change. The actual exchange process occurs primarily in a relatively narrow band of the column rather than over the entire length. This band is called the exchange zone. Assuming the column is vertical and that solution flows from top to bottom, the resin above the exchange zone is depleted; that is, practically all the exchange capacity has been used. Below the exchange zone, essentially none of the resin's exchange capacity has been used. As more and more solution flows through the column, the exchange zone gradually moves downward as more of the resin is depleted. Eventually, as the exchange zone approaches the end of the column, small amounts of NH4+ begin to appear in the effluent. The point at which this occurs is called breakthrough. If more solution passes through the resin, the concentration of NH4+ in the effluent increases until it is the same as the concentration in the influent. This condition is called exhaustion and indicates that essentially all the exchange capacity of the resin has been used. (Because of the equilibrium nature of the exchange process, a small amount of the resin may remain in the hydrogen form, but not enough to remove any more ionic impurities.) Note that because the exchange zone in this case was narrow, a relatively small volume of solution takes the resin from breakthrough to exhaustion.

Purpose of Water Treatment

Water normally contains many impurities, among which are trace minerals and chemicals. The need for removing these impurities is discussed in this chapter.

Water Treatment

Water treatment is necessary to remove the impurities that are contained in water as found in nature. Control or elimination of these impurities is necessary to combat corrosion, scale formation, and fouling of heat transfer surfaces throughout the industrial facility and support systems.

The following are three reasons for using very pure water in industrial systems.

  1. To minimize corrosion, which is enhanced by impurities.
  2. To minimize fouling of heat transfer surfaces. Corrosion products and otherimpurities may deposit on core surfaces and other heat transfer regions, whichresult in decreased heat transfer capabilities by fouling surfaces or blockage ofcritical flow channels. Areas of high concentrations of these impurities andcorrosion products may also lead to extreme conditions of the various corrosionprocesses with resultant failure of components or systems.

There are several processes used in industrial facilities to purify the water in the systems and water used as makeup. Deaeration is used to strip dissolved gases, filtration is effective in the removal of insoluble solid impurities, and ion exchange removes undesirable ions and replaces them with acceptable ions. Typical ionized impurities found in water are shown in Table 1.


Table 1

Water Purity

The fewer the contaminants in water, the less corrosion takes place. The methods of water treatment have been explored previously. This chapter discusses how water purity is quantified. Measuring the purity helps to keep treatment effective.

The water used in an industrial facility must be of a purity level that is consistent with the overall objectives of chemistry control in the facility.

There are a number of ways in which pure water is obtained, including distillation systems and pretreatment systems similar to those mentioned earlier in this module. Regardless of the method employed, the required purity must be achieved.

Water purity has been defined in many different ways, but one generally accepted definition states that high purity water is water that has been distilled and/or de-ionized so that it will have a specific resistance of 500,000 ohms (2.0 micro mhos conductivity) or greater. This definition is satisfactory as a base to work from, but for more critical requirements, the breakdown shown in Table 2 has been suggested to express degrees of purity.


Table 2

Conductivity is a measure of the ease with which electricity can be passed through a substance. The presence of ions greatly facilitates the passage of an electric current. Pure water is only slightly ionized by the dissociation of water: H2O → H+ + OH-. At 25°C, the concentration of the hydrogen and hydroxyl ions is 10-7 moles/liter.

The equivalent conductance of hydrogen (H) is

and the equivalent conductance of OH is

A mho is a measure of the ease with which electric current will pass and is the inverse of an ohm, the measure of resistance to the passage of electric current. Conductance and conductivity are similar qualities (conductivity is measured in µmhos/cm, so conductance must be converted to conductivity). A mho is one millionth of a mho. The total conductivity of pure water can be calculated by adding the equivalent conductances of H and OH, multiplying by the normality (see Module 1 for definition), and then multiplying by 103 l/cm3 and 106 µmhos/mho. For theoretically pure water this becomes the following.

The conductivity limit for demineralized water is 1µmho/cm.

Conductivity will very quickly indicate the presence of any ionic impurities, even if the impurity concentration is extremely small. As an example, suppose 1.0 mg of NaCl impurity were deposited in 1 liter of demineralized water. The normality of this solution would be as follows.

which is well above the limit. Even extremely low concentrations of ionic impurities can easily be detected. The most probable cause is a depleted or damaged resin bed that is no longer capable of removing ionic contaminants. The depleted bed should be removed from service, and a fresh resin bed placed in service.

The specification Very Pure is water with 1.0 µmho/cm maximum conductivity. Ultra Pure demineralized water is normally only required in laboratory situations and is mentioned for information purposes only.

Water Treatment Processes

One of the more common water treatment methods is the use of demineralizers and ion exchange. This method will be discussed in this chapter.

Principles of Ion Exchange

Ion exchange is a process used in industrial facilities to control the purity and pH of water by removing undesirable ions and replacing them with acceptable ones. Specifically, it is the exchange of ions between a solid substance (called a resin) and an aqueous solution (boiler feedwater or makeup water). Depending on the identity of the ions that a resin releases to the water, the process may result in purification of water or in control of the concentration of a particular ion in a solution. An ion exchange is the reversible exchange of ions between a liquid and a solid. This process is generally used to remove undesirable ions from a liquid and substitute acceptable ions from the solid (resin).

The devices in which ion exchange occurs are commonly called demineralizers. This name is derived from the term demineralize, which means the process whereby impurities present in the incoming fluid (water) are removed by exchanging impure ions with H+ and OH- ions, resulting in the formation of pure water. H+ and OH- are present on the sites of resin beads contained in the demineralizer tank or column.

There are two general types of ion exchange resins: those that exchange positive ions, called cation resins, and those that exchange negative ions, called anion resins. A cation is an ion with a positive charge. Common cations include Ca++, Mg++, Fe++, and H+. A cation resin is one that exchanges positive ions. An anion is an ion with a negative charge. Common anions include Cl-, SO4--, and OH-. An anion resin is one that exchanges negative ions. Chemically, both types are similar and belong to a group of compounds called polymers, which are extremely large molecules that are formed by the combination of many molecules of one or two compounds in a repeating structure that produces long chains.

A mixed-bed demineralizer is a vessel, usually with a volume of several cubic feet, that contains the resin. Physically, ion exchange resins are formed in the shape of very small beads, called resin beads, with an average diameter of about 0.005 millimeters. Wet resin has the appearance of damp, transparent, amber sand and is insoluble in water, acids, and bases. Retention elements or other suitable devices in the top and bottom have openings smaller than the diameter of the resin beads. The resin itself is a uniform mixture of cation and anion resins in a specific volume ratio depending on their specific gravities. The ratio is normally 2 parts cation resin to 3 parts anion resin.

In some cases, there may be chemical bonds formed between individual chain molecules at various points along the chain. Such polymers are said to be cross-linked. This type of polymer constitutes the basic structure of ion exchange resins. In particular, cross-linked polystyrene is the polymer commonly used in ion exchange resins. However, chemical treatment of polystyrene is required to give it ion exchange capability, and this treatment varies depending on whether the final product is to be an anion resin or a cation resin.

The chemical processes involved in producing anion and cation resins are outlined in Figure 3 and Figure 4, beginning with the formation of cross-linked polystyrene. The polymer itself is a covalent compound. By the chemical reactions indicated in Figure 4, hydrogen atoms covalently bonded to the original polymer at certain sites are replaced by functional groups (called radicals) such as SO3H (sulfonic acid) and CH2N(CH3)3Cl (quaternary ammonium). Each such group is covalently bonded to the polymer, but each also contains an atom that is bonded to the radical group by a predominantly ionic bond. In the two examples above, H in SO3H and Cl in CH2N(CH3)3Cl are the ionically-bonded atoms. Sometimes these are written as SO3- H+ and CH2N(CH3)3+ Cl- to emphasize their ionic characters. These ions (H+ and Cl-) are replaceable by other ions. That is, H+ will exchange with other cations in a solution, and Cl- will exchange with other anions.

In its final form, an ion exchange resin contains a huge, but finite, number of sites occupied by an exchangeable ion. All of the resin, except the exchangeable ion, is inert in the exchange process. Thus, it is customary to use a notation such as R-Cl or H-R for ion exchange resins. R indicates the inert polymeric base structure and the part of the substituted radical that does not participate in exchange reactions. The term R is inexact because it is used to represent the inert portion of both cation and anion resins, which are slightly different. Also, the structure represented by R contains many sites of exchange, although only one is shown by the notation, such as R-Cl. Despite these drawbacks, the term R is used for simplicity.


Figure 3: Polymerization of Cross-Linked Polystyrene Resins


Figure 4: Production of Anion and Cation Forms of Cross-Linked Polystyrene Ion Exchange Resins

A particular resin may be prepared in different forms according to the identity of the exchangeable ion attached. It is usually named according to the ion present on the active sites. For example, the resin represented by R-Cl is said to be the chloride form of the anion resin, or simply the chloride form resin. Other common forms are the ammonium form (NH4-R), hydroxyl form (R-OH), lithium form (Li-R), and hydrogen form (H-R).

The mechanics of the ion exchange process are somewhat complicated, but the essential features can be understood on the basis of equilibrium concepts discussed in Module 1 and recognition that the strength of the ionic bond between the resin and an ion varies with the particular ion. That is, for a particular resin, different ions experience different attractions to the resin. The term affinity is often used to describe the attraction between a resin and a given ion. This affinity can be described quantitatively by experimental determination of a parameter called the relative affinity coefficient. For a qualitative discussion, it suffices to note the relative affinities between a resin and different ions.

In order of decreasing strength, the relative affinities between a cation resin and various cations are as follows.

Similarly, the relative affinities between an anion resin and various anions are as follows.

The physical arrangement of one type of ion exchange vessel for purifying water is shown in Figure 5. The ion exchange resin is contained in a vessel with a volume of several cubic feet. Retention elements at the top and bottom consist of screens, slotted cylinders, or other suitable devices with openings smaller than the resin beads to prevent the resin from escaping from the vessel. The resin bed is a uniform mixture of cation and anion resins in a volume ratio of 2 parts cation resin to 3 parts anion resin. This arrangement is called a mixed-bed resin, as opposed to an arrangement of cation and anion resins in discrete layers or separate vessels. The use of different volumes of the two types of resins is due to the difference in exchange capacity between cation and anion resins. Exchange capacity is the amount of impurity that a given amount of resin is capable of removing, and it has units of moles/ml, equivalents/ml, or moles/gm. The anion resin is less dense than the cation resin; thus, it has a smaller exchange capacity, and a larger volume is needed for anion resins than for the cation resins to obtain equal total exchange capabilities.


Figure 5: Schematic Diagram of a Typical Ion Exchanger

Because of the different densities of anion and cation resins, the flow of solution (impure water) is from top to bottom. If the flow were reversed, the lighter anion resin would gradually rise to the top by a process called classification, resulting in a layer of anion resin on top of the cation resin, as shown in Figure 5. In the example shown, the layering results from regeneration and/or backwash. In systems not using a backwash, the anion and cation resin beads are uniformly mixed. Many systems use a backwash procedure, if the resins are regenerated, to remove solids collected by filtration and to separate the resins for regeneration. They are remixed after regeneration.

For fixed amounts of anion and cation resins, the efficiency for removal of impurities is greater in a mixed-bed resin than a layered arrangement. The main reason is that for layered resins there may be large pH gradients within the column of resin. If, for example, the hydroxyl form resin is on top, as solution passes through it anionic impurities are removed and replaced by OH- ions; thus, the pH increases. This increase in pH may decrease the efficiency in lower portions of the resin bed for removing impurities. It may also cause some impurities to precipitate because solubility changes with pH. The resin column will filter some undissolved material, but the efficiency for filtration is usually significantly less than that for removal by ion exchange. Thus, the overall efficiency is less than in a mixed-bed resin.

The capacity of ion exchange resins to remove impurity ions is given in Table 3 along with other information on resins. For instance, each cubic foot of a mixed-bed resin is capable of exchanging with 19.8 moles each of monovalent cations and anions. Mixed-bed resins are available commercially and in practical applications several cubic feet are used in a purification system.


Table 3

The ion exchange process is reversible. If too much solution is passed through the ion exchanger (that is, the capacity of the resin has been exceeded) the exchange may reverse, and undesirable ions or other substances that were previously removed, will be returned to the solution at the effluent. Therefore, it is necessary to periodically monitor the performance of the ion exchanger and either replace or regenerate the resin when indicated. Ion exchanger performance is measured by comparing the solution concentration and conductivity at the influent and effluent. The parameter measured depends upon the purpose of the ion exchanger. The term normally applied to ion exchanger effectiveness is decontamination factor (DF), which is defined as a ratio of the concentration (or activity) of the fluid at the inlet compared to the concentration (or activity) at the effluent, which expresses the effectiveness of an ion exchange process.

Example 1:

    An ion exchanger influent contains 15 ppm chloride (Cl). Effluent chloride is measured at 0.1 ppm. What is the DF of this ion exchanger?

Solution:

Example 2:

    Reactor coolant activity entering the purification ion exchanger equals 2.8 x 10-2 µCi/ml gross activity. Ion exchanger effluent activity taken at the same time and conditions is measured at 1.0 x 10-4 µCi/ml. What is the DF?

Solution:

Resin performance may be monitored using a history curve that plots DF with respect to time. A typical history curve is shown in Figure 6, with the resin considered "exhausted" at point X.

Specific Ion Exchanger Reactions

Suppose a solution containing Na+ ions is passed through hydrogen resin. From the relative affinities given earlier, Na+ ions are attracted to the resin more strongly than H+ ions. Thus, Na+ ions will displace H+ ions from the resin or, in other words, Na+ ions and H+ ions exchange place between resin and solution. The process can be described by the following equilibrium reaction.

In most practical situations, a solution containing impurities at low concentrations is passed through a large amount of resin. By Le Chatelier's Principle, the equilibrium of Reaction (4-1) is forced far to the right. The equilibrium is displaced so far that, for practical purposes, all Na+ ions are removed from solution and replaced by H+ ions. As a result, the solution will be acidic because of the excess of H+ ions.

If a solution containing Cl- ions is passed through hydroxyl resin, the Cl- ions will be removed according to the following reaction.

Again, for a dilute solution and a large amount of resin, the removal of Cl- ions is essentially 100 percent complete. In this case, the final solution will be basic because of the excess of OH- ions.

Consider a situation in which the entering impurities are calcium sulfate (CaSO4) and sodium chloride (NaCl), and the ion exchanger is a mixture of both hydrogen and hydroxyl resins (mixed-bed).

In the reaction with NaCl, both Na+ and Cl- ions are removed from solution and replaced by H+ and OH- ions, respectively (the CaSO4 reaction has the same result). If the initial solution contained only NaCl, then the concentrations of Na+ and Cl- ions were equal. Because both are removed with 100 percent efficiency, the concentrations of H+ and OH- ions added to the solution are equal; thus, the solution is neutral. In solution, H+ and OH- ions must obey the relationship for the ionization of water (refer to Module 1).

Because of the very small value of the dissociation constant Kw, the great majority of H+ and OH- ions supplied by the resin must combine to form water by the following reaction.

By this process, the original NaCl solution becomes pure water.

The preceding examples involve hydrogen and hydroxyl resins. The use of other resins, especially cation resins, is very common. For instance, suppose a solution containing Na+ ions is passed through a lithium resin. Again referring to the relative affinities, Na+ is attracted to the resin more strongly than is Li+; thus, Na+ ions will displace Li+ from the resin.