lecture water quality control and design: ion exchange

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    Department of Chemical &

    Environmental Engineering

    ENVE 120, Fall 2013

    Ion ExchangeChapter 5

    Mark MatsumotoChemical & Environmental Engineering A213 Bourns Hall and 454 Chung Hall, x2-3197

    [email protected]

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    Department of Chemical &

    Environmental Engineering

    Ion Exchange

    Purpose – Removal of _______________ from Solution

    Water Treatment

     __________ 

    Demineralization (deionization)

    Wastewater Treatment

     ________________________ 

    Demineralization

    Metal removal and recovery (industrial wastewater)

    Remediation

     ___________________________________________________ 

    Cations not mobile in soils

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    Department of Chemical &

    Environmental Engineering

    Ion Exchange

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Ca2+

    Ca2+

    Ca2+

    Na+

    Ca2+

    Ca2+

    Ca2+

    Mg2+

    Mg2+

    Mg2+

    Mg2+

    Mg2+

    Ca2+

    Ca2+

    Ca2+

    Ca2+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+

    Na+Na+

    Na+

    Na+

    Na+

    Na+

    Na+ Na+

    Na+ Na+

    Na+

    Na+

    Na+

    Na+Na+

    Na+

    Na+

    Na+

    Ca2+

    Ca2+

    Ca2+

    Na+

    Ca2+

    Mg2+

    Mg2+

    Mg2+

    Mg2+

    Mg2+

    Ca2+

    Ca2+

    Ca2+

    Na+

    Na+

    Na+

    Na+

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    Department of Chemical &Environmental Engineering

    Ion Exchange Material (Resins)

    Ion exchange resins are __________ created by cross-linking hydrocarbon

    chains. These resins are _________, inert and relatively rigid. Ionic functionalgroups are attached to this framework.

    StyreneDivinyl-benzene

    Polystyrene chain

    Divinylbenzenecrosslink 

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    Department of Chemical &Environmental Engineering

    Ion Exchange Material (Resins)

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    Department of Chemical &Environmental Engineering

    Resin Types

    Resins are classified based on the type of ________________ they contain and

    their % of ________________. Cationic exchangers

    Strongly acidic – functional groups derived from ______ acids e.g., R-SO3H(sulfonic) – work at a wide range of pH values.

    Weakly acidic – functional groups derived from _____ acids, e.g., R-COOH(carboxylic) – work at a narrow range of pH values.

     Anionic exchangers Strongly basic – functional groups derived from ___________________________,

    R-N-OH – work at a wide range of pH values.

    Weakly basic – functional groups derived from ___________________________,R-NH3OH or R-R’-NH2OH – work at a narrow range of pH values.

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    Department of Chemical &Environmental Engineering

    Ion Exchange Reactions

     __________________ must be maintained in the bulk fluid

    Two monovalent ions exchanged for one divalent ion

    Generalized reactions:

      ⇌

      ⇌

    (cationic)

    (anionic)

    where R = ionic group attached to a solid exchange resin A = soluble functional group that can be exchanged with similar ion in the bulk water

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    Department of Chemical &Environmental Engineering

    Equilibrium Expression (Cationic)

    In ion exchange, the equilibrium expression is termed the _________________

    K , which varies with T , pH , ionic strength.

    If the power term is ignored, then the equilibrium expression is termed the

     ________________ or selectivity quotient

    When 1 B will be preferentially adsorbed over A . The higher is, thegreater the affinity or preference.

     

       

     

     

     

     

     

     

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    Department of Chemical &Environmental Engineering

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    Department of Chemical &Environmental Engineering

    Selectivity or Preference of Exchange

    The selectivity or ______________________ varies with resin. However, theselectivity preference depends on primarily two factors.

     Valence or charge

    Ions with _______ valence are preferred. Typical preferences:

    Exceptions due occur:

    Hydration radius

    If ions have the same valence, ions with _________ hydration radii are preferred. Thepercentage of cross-linking is interrelated since it affects pore size. Typical preferences based

    on hydration radii:

     

    Caution: Selectivity coefficientsand preference series only apply

    for low ionic strength waters,typical of drinking water.

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    Department of Chemical &Environmental Engineering

    Selectivity Coefficients

    Selectivity coefficients for ______________________ can be easily determined.

    Example: Home water softener systems often use ion exchange resins that areinitially charged with Na + by using high concentrations of NaCl (brine).However, as noted on the prior table, the selectivity coefficients are based onhaving hydrogen ion as the initial ion on the resin. Using the values given in thetable, the selectivity coefficient between Na+ and Ca2+ can be determined for

    the 4% cross-linked resin:

       3.14

    1.20  2.62

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    Department of Chemical &Environmental Engineering

    Exchange Capacity Concepts

     As noted before, a ______________ must be maintained. Thus, it is useful to

    track ion concentrations in terms of ___________ rather than moles. This leadsto two definitions:

    This latter term is also known as the ___________________.

    During the exchange process, we want to know how much of the target ion forremoval is in the liquid and solid phases. Let be the fraction of A + insolution compared to the total amount of ions in solution and let be thefraction of A + on the resin compared to the total amount of exchangeable ions

    on the resin:

     

     Total concentration of exchangeable ions in the liquid phase, eq/L

    Total concentration of exchangeable sites on the resin, eq/L of bulk volume

     

       

     

     

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    Department of Chemical &Environmental Engineering

    Equilibrium Expression (Cationic)

    If the total exchange capacity of the ion exchange resin is defined as:

    Then, the _____________ of counterion i  at any time is:

      

     

       

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    Department of Chemical &Environmental Engineering

    Exchange Capacity Concepts

    For divalent ions:

    For now consider monovalent exchange between A and B. Recall:

     Assuming that A and B are the only cations:

       

     

     

        

     

    yields   

       

     yields

       

       1   →   1

     

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    Department of Chemical &Environmental Engineering

    Exchange Capacity Concepts

    Using similar logic and analysis on the resin:

    Substituting into the selectivity coefficient:

    Rearranging:

           1

       

       

            1

      1    

      · 1

      · 1

     

    1

     

    1

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    Department of Chemical &Environmental Engineering

    Exchange Capacity Concepts

    For a divalent exchange it can be shown that:

    These ion exchange equations (monovalent, divalent) form the relationship forthe amount of target ion exchanged as a function of the amount in solution.

    2 ⇌   2

    2 ⇌   2

     

    1    

     

    1    

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    Department of Chemical &Environmental Engineering

    Example

    Nitrate NO3- is to be removed by ion exchange on a strong base anionic resin

    initially charged with chloride Cl-. The resin has the following characteristics:

    The influent has the following characteristics:

    Determine how much water can be treated by an ion exchanger with 1 ft3 of thisresin assuming rapid kinetics and equilibrium between the water and resin.

    4     1.3

    3

     

    1.5

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    Department of Chemical &Environmental Engineering

    Example

    First, determine   at equilibrium with the influent relative to the influent

    water composition.

    Solving for   leads to     0.67. This value is the maximum fraction ofresin sites that can be occupied by NO3

    - for this water. When this fraction hasbeen reached the resin is exhausted .

    The total amount of NO3

    - that this resin can exchange is:

     

    1

     

    1 4

      0.33

    10.33  2

       

       1.5

    1.5 3.0  0.33

          1.3   0.67 0.87

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    Department of Chemical &Environmental Engineering

    Example

    The volume of water that can be treated assuming a fully Cl- charged resin is:

     Assuming rapid kinetics (narrow exchange zone), the effluent (exiting thecolumn) nitrate concentration will be near zero

     

      0.87  

    1.5

    ,

    580

    580

      580

      7.48

      4,300  

     

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    Department of Chemical &Environmental Engineering

    Example 2

    Calcium Ca2+ is to be removed by ion exchange on a strong acid cationic resin

    initially charged with chloride Na+. The resin has the following characteristics:

    The influent has the following characteristics:

    Determine how much water can be treated per L of ion exchange resinassuming rapid kinetics and equilibrium between the water and resin.

    1.9     2.0

    2.6

     

    1.4

     

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    Department of Chemical &Environmental Engineering

    Example 2

     An alternative method to the previous method is to use the separation factor

    and the relationship.

    Recall that i represents the ion in solution that is to be removed and j is the ion

    on the resin that will be exchanged. Thus,

    Leading to:

      

     

    1

      1

    1.9  0.526

     1.4   2.0   1,0001.4   2.6

      0.526 

    1,010

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    Department of Chemical &Environmental Engineering

    Example 2

    The volume of water that can be treated assuming a fully Na+ charged resin is:

     Assuming rapid kinetics (narrow exchange zone), the effluent (exiting thecolumn) nitrate concentration will be near zero

     1,010   1.4

    720

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    Department of Chemical &Environmental Engineering

    Continuous-Flow Operation

     ____________ dominated process Transport of ions from bulk solution

    to the ________ or film layerDiffusion of ions through the filmlayer

    Diffusion of ions into the ______where the exchange sites are

    Exchange of ions via reversiblereaction

    Diffusion of exchanged ions outwardthrough the ______ 

    Diffusion of exchanged ions through

    the film layer toward the film layerTransport of ions from the film layerinto the bulk solutionBulk solution

    Film layer

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    Department of Chemical &Environmental Engineering

    Continuous-Flow Operation

    Concentration

       L  e  n  g   t   h

       a   l  o  n

      g 

      r  e  a  c   t  o  r

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    Department of Chemical &Environmental Engineering

    Continuous-Flow Operation

    Concentration

       L  e  n  g   t   h

       a   l  o  n

      g 

      r  e  a  c   t  o  r

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    Department of Chemical &Environmental Engineering

    Continuous-Flow Operation

    Concentration

       L  e  n  g   t   h

       a   l  o  n

      g 

      r  e  a  c   t  o  r

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    Department of Chemical &Environmental Engineering

    Service Cycle

    Service : Normal operation

    Backwash : Upflow flow to expandbed by 50% to _________ andremove any trapped particles

    Regeneration : Regenerant solution(concentrate) passed slowly through

    the bed to ____________________(follows principles of equilibrium)

    Slow rinse : Clean water slowlypassed through bed to remove

     ________________ 

    Fast rinse : Final rinse of the resin

    Return to service 

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    Department of Chemical &Environmental Engineering

    Regeneration

     After all of the available exchange sites are utilized, the spent or _________

    column must be regenerated. As its name implies ion exchange is a reversible process that can beaccomplished by exposing the resin to an appropriate regeneration solution or ______________.

    For home water softening system, resins are initially charged with Na+. After a

    period of time, most of the exchange sites are filled with ____________ ionsand the softening process ceases.

    To restore the softening capacity of the resins, the system must be regeneratedby soaking the resin in a solution containing a high concentration of ______.Because of the high concentration of Na+ in solution, Na+ attachment to theexchange sites are favored over the Ca2+ and Mg2+ ions. The Ca2+ and Mg2+

    ions on the resin are released into the brine (salt) solution and Na+ ions areexchanged back onto the resin.

     After regeneration, the brine solution is purged from the resin and the ionexchange system is put back into service.

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    Department of Chemical &Environmental Engineering

    Example

     A spent water softening column that primarily removes Ca2+ is to beregenerated in a batch mode back to the Na+ form. A strong NaCl brine iscontacted with the exhausted resin to replace Ca2+ with Na+. The compositionof the brine (regenerant) after equilibration with the exhausted resin is:

    For this resin, the exchange capacity and selectivity coefficient are:

    Note: Most of the Ca2+

    is from the spent column. Na+

    in the fresh brine wasslightly higher than 2 eq/L.

    Determine the effectiveness of the regeneration. In other words, what is after the regeneration is complete?

    2  46 /

    0.2  4 /

      2  

    4

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    Department of Chemical &Environmental Engineering

    Example

    Only 76.5% regeneration can be accomplished with this regenerant becauseeven small amounts of Ca can have a significant effect because of the highselectivity coefficient in favor of Ca. To get higher regeneration the NaClconcentration must be higher or the total volume of regenerant must be greaterto dilute the Ca that comes off the exhausted column. Both options cost moneyand there needs to be a tradeoff evaluated between higher column utilizationand more costly regeneration.

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    Department of Chemical &Environmental Engineering

    Design Considerations

    Selection of resin: ________________ (meq/mL) – less than total

    capacity (see previous example) _________________ 

    Service flow rate (SFR) = Q/V resin  Typical 200 to 1,000 m3 /m3-d

    Typical 8 to 40 BV/hr

    Empty-bed contact time (EBCT) = V resin  /Q  Typical 1.5 to 7.5 min

    Surface loading rate (SLR) = Q/A s  Typical 175 to 880 m/d (depending on headloss)

    Limit headloss to

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    Department of Chemical &Environmental Engineering

    Water Softening: Typical Design Criteria

     ___________________: 400-800 m3 /d ·  m2 of bed cross-sectional area

    Backwash rate: Want __________ expansion of the resin bed. Rate isdependent on density of the resin and temperature of the backwashwater.

    Regeneration: For strong acid and strong base resins: 2 to 10%

    solutions, weak acid and base resins: 1 to 5% solutions.

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    Department of Chemical &Environmental Engineering

    Water Softening: Typical Design Criteria

    Regeneration:

    Minimum contact time of ________ 

    Flow rate of 60 -120 m3 /d ·  m2 of cross sectional area

    Quantity of resin depends on manufacturer specifications

    Rinsing to remove excess regenerant:

     ___________ the bed volume (BV) of resin

    Bed depth: Minimum of 0.9 mFreeboard: Length of 50 to 75% of the bed depth