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    Chapter 5. Coordination Chemistry

    CESE 219 Chemistry for Environmental Engineering S.K. Hong 1

    CESE 219

    Chemistry for Environmental Engineering

    COMPLEX FORMATION

    OUTLINE

    1. IntroductionDefinitionsComplex Stability

    2. Hardness2.1. Hardness Definition2.2. Hardness Determination2.3. Hardness Removal (Water Softening)

    Extra Topics

    3. COD Analysis

    4. Hydrolysis of Metal Ions

    5. Complexes with Inorganic Ligands

    6. Complexes with Organic Ligands

    READING ASSIGNMENT:Water Chemistry , V. L. Snoeyink and D. Jenkins: Chapter 5.Extra Handout for Hardness

    PROBLEM SOLVING:Extra Problem for Hardness RemovalHomework #5

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    1. Introduction Important in water analysis

    (e.g. hardness measurement, COD analysis) Affect the chemistry of metal ions in water

    Complexes

    ; central metal ions + ligands = complex

    Ligands Ligands that attach to a central metal

    Ion at only one point monodentate

    Ligands that attach at two or more sites multidentate

    Total possible number of attachments to a central atom

    Coordination number

    Liqand + central metal

    Naming complexes

    a) Ligands are named as

    Molecules if neutral

    ~ ium if positive

    ~ o if negative

    b) central metal

    anionic ate

    neutral

    cationic

    e.g) Fe(CN) 64- (hexa cyano ferrate)

    hexa cyano ferrate

    Ligand + Central metal ions complex

    K ; (complex formation) stability constant

    Large K stable complex

    A - metal ions ; Alkali metal (Na +/K+)

    Alkaline earth metals (Mg 2+/Ca 2+, Al3+, Si 4+)

    Coordinate with ligands containing oxygen as electron donor

    anionic complexnegative Ligands# of Ligands

    * Note : prefix Number of Ligands

    No suffixes

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    B ? metal ions; Ag +, Zn 2+, Hg 2+ , Pb 2+ , Sn 2+

    Coordinate with ligands containing S, P, or N as donor atoms

    2. Hardness2.1. Hardness Definition(1) Introduction

    Hardness : concentration of divalent metallic cations

    Problems

    react with soap to form precipitates

    react with certain anions in water to form scale in pipes, heaters, boilers

    (Note : no health problem)

    Table 1.

    Cations causing hardness Anions

    Ca 2+ HCO 3-

    Mg2+ SO 42-

    Sr 2+ Cl-

    Fe 2+ NO 3-

    Mn2+ SiO 32-

    Degree of Hardness (measured in terms of CaCO 3)

    Table 2.

    mg/L (CaCO 3) Degree of hardness

    0 ~ 75 Soft

    75 ~ 150 Moderately hard

    150 ~ 300 Hard Softening

    300> Very hard required

    (Note: Generally finished water 50~150, 80~100 hardness is desirable (for aesthertic and

    corrosion control))

    Source of Hardness : water contacts with soil and rock (leaching cations)

    groundwaters are harder than surface waters

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    (2) Type of Hardness

    Total hardness

    = sum of the calcium and magnesium ion concentration(Note: concentrations of other divalent cations are very low compared Ca and Mg)

    Two ways divalent cations

    anions associated with cations

    Based on divalent cations

    Calcium Hardness (CaH) : hardness attributable to Ca 2+

    Magnesium Hardness (MgH) : hardness attributable to Mg 2+

    Total hardness = CaH + MgH

    Based on anions associated

    Carbonate hardness (CH)

    - portion of the total hardness chemically equivalent to the carbonate and bicarbonate

    alkalinities

    - the amount of Ca 2+ and Mg 2+ ions that can be removed as insoluble carbonates

    (eg. CaCO 3) by boiling the water

    - temporary hardness

    Non carbonate hardness (NCH)

    - portion of the total hardness in excess of the carbonate and bicarbonate alkalinities

    - the amount of Ca 2+ and Mg 2+ ions remaining in solution after boiling

    - permanent hardness

    (3) Equivalence diagram (bar diagram)

    Cations (Ca 2+, Mg 2+, Na +)CO 2

    Anions (HCO 3-, SO 4

    2-)

    a) Alkalinity < total hardness

    Ca 2+ Mg2+

    HCO 3- SO 4

    2- Cl-

    Carbonate hardness = alkalinity (the rest of hardness = noncarbonated hardness)

    optional

    Alkalinity (at natural pHs)

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    b) Alkalinity > hardness

    Ca 2+ Mg2+ Na +

    HCO 3-

    Cl-

    Carbonate hardness = total hardness

    (no noncarbonated hardness)

    2.2. Hardness Determination; determined by titration against EDTA

    (ethylene ? diamine - tetra acetic acid) complex formation

    (1) complex formation

    central metal ions + ligands complex

    K ; stability constant or complex formation constant

    Large K ; more stable complex formation

    Ligands

    Monodentate : Ligands that attach to a central metal ion at only one point

    Multidentate : Ligands that attach at two or more site (chelating agent)

    (2) complex formation between Ca 2+ , Mg 2+ and EDTA

    chelating agent EDTA has six bonding sites

    4 acetate groups

    2 nitrogen atom

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    Ca 2+, (Mg-EBT) -

    (red)

    (EDTA-Ca) 2-, (EDTA-Mg) 2-,

    (H-EBT) -, (bule)

    Ca 2+ + EDTA 4- (EDTA-Ca) 2- K = 10 +10.7

    Mg2+ + EDTA 4- (EDTA-Mg) 2- K = 10 +8.7

    ; EDTA combines first with the Ca2+

    , then Mg2+

    (3) Hardness determination

    difficult to detect the end point of EDTA titration (no color change ~ colorless)

    ; indicators are needed

    total hardness determination

    - Eriochrome Black T (EBT) is used as an indicator

    [H-EBT]2- + Mg 2+ [Mg-EBT] - + H+ K = 10 7

    Bule Red

    - Stability constant

    [Ca-EDTA] 2- > [Mg-EDTA] 2- > [Mg-EBT] -

    - The stronger complexing agent decomposes the existing complex and with draws the metal

    ion into a complex with itself

    - EDTA (at pH=10) EDTA

    EDTA first reacts with Ca 2+ to form (EDTA-Ca) 2- complex

    Then breaks up Mg-EBT complex and forms (EDTA-Mg) 2- complex

    Color change (red blue)

    Ca 2+ hardness determination

    - murexide is used as an indicator (ammonium purpurate)

    [Murexide] + Ca 2+ [Ca-Murexide] 2+

    Purple Pink- color change from pink to purple when Ca-murexide is broken

    ; end point of EDTA titration (at pH =12)

    Mg2+ hardness determination

    TH ? CaH = MgH

    Note : Ca(OH) 2, Mg(OH) 2 formation during hardness measurement

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    2.3. Water Softening

    (1) Introduction Removal of hardness

    Chemical precipitation most popular

    Ion exchange

    Reverse osmosis

    Precipitation softening

    - most commonly used large-scale hardness removal process

    - dependent on low solubility of CaCO 3 and Mg(OH) 2

    Mg2+ + 2OH - Mg(OH) 2 (Magnesium Hydroxide)

    Ca 2+ + CO 32- CaCO 3 (Calcium Carbonate)

    - Lime : Ca(OH) 2 lime softening

    Soda Ash : Na 2CO 3 (+ Ca(OH) 2) lime ?soda ash softening

    (2) Softening reactions

    lime ? soda Ash precipitation softening

    a) CO 2 removal

    Ca(OH) 2 + CO 2 CaCO 3(s) + H 2O

    - necessary to raise pH sufficiently to precipitate the hardness

    - does not remove hardness but increase a lime demand

    b) Removal of carbonate calcium hardness with lime

    Ca(OH) 2 + Ca(HCO 3)2 2CaCO 3(s) + 2H 2O

    - 1 mole Ca(OH) 2

    c) Removal of carbonate magnesium hardness with lime

    2Ca(OH) 2 + Mg(HCO 3)2 2CaCO 3(s) + Mg(OH) 2(s) + 2H 2O

    - 2 mole Ca(OH) 2 d) Removal of noncarbonated calcium hardness with soda ash

    Na 2CO 3 + CaSO 4 CaCO 3(s) + Na 2SO 4

    or Na 2CO 3 + CaCl 2 CaCO 3(s) + 2NaCl

    e) Removal of noncarbonated magnesium hardness with lime and soda ash

    Ca(OH) 2 + Na 2CO 3 + MgSO 4 CaCO 3(s) + Mg(OH) 2(s) + Na 2SO 4

    MgSO 4 + Ca(OH) 2 Mg(OH) 2(s) + CaSO 4

    CaSO 4 + Na 2CO 3 CaCO 3(s) + Na 2SO 4

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    Softening reactions

    * The negative alkalinity is the alkalinity in excess needed to be neutralized before precipitation

    (3) Lime and soda ash requirement

    based stoichiometry of softening (type of hardness) reactions

    (4) Caustic soda softening

    - Advantage : less sludge production

    - Disadvantage : expensive, hazard

    CO 2 + 2NaOH Na 2CO 3 + H2O

    Ca(HCO 3)2 + 2 NaOH CaCO 3(s) + Na 2CO 3 + 2H 2O

    Mg(HCO 3)2 + 4 NaOH Mg(OH) 2(s) + 2Na 2CO 3 + 2H 2O

    CaSO 4 + 2NaOH Ca(OH) 2 + Na 2SO 4

    MgSO 4 + 2NaOH Mg(OH) 2 + Na 2SO 4

    ; solubility diagram of Ca(OH) 2 and Mg(OH) 2

    (5) Recarbonation

    stabilization of softened water

    pH (=8.5) control and to avoid CaCO 3 ppt

    CO 32- + CO 2 + H2O 2HCO 3

    -

    (CaCO 3 + CO 2 + H 2O Ca(HCO 3)2)

    meq dose meq sludge

    Demand reaction Ca(OH) 2 Na 2CO 3 CaCO 3 Mg(OH) 2

    CO 2 Ca(OH) 2 + CO 2 CaCO 3(s) + H 2O 1 0 1 0

    CaCH Ca(OH) 2 + Ca(HCO 3)2 2CaCO 3(s) + 2H 2O 1 0 2 0

    MgCH 2Ca(OH) 2 + Mg(HCO 3)2

    2CaCO 3(s) + Mg(OH) 2(s) + 2H 2O

    2 0 2 1

    CaNCH Na 2CO 3 + CaSO 4 CaCO 3(s) + Na 2SO 4 0 1 1 0

    MgNCH Ca(OH) 2 + Na 2CO 3 + MgSO 4

    CaCO 3(s) + Mg(OH) 2(s) + Na 2SO 4

    1 1 1 1

    Neg Alk * Na(HCO)3 + Ca(OH)2 CaCO 3(s) + NaOH 1 0 1 0

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    3. COD Analysis

    (1) Introduction: Chemical Oxygen Demand test

    means to measure organic strength of domestic and industrial wastes

    measure the total quantity of oxygen required for oxidation to carbon dioxide and water

    organic matter is converted to carbon dioxide and water regardless of biological

    assimilability

    generally greater than BOD values

    inability to differentiate between biologically oxidizable and inert organic matter

    advantage : short time required for evaluation

    reliable correlation between COD and BOD

    more detailed test methods ,

    dichromate (Cr 2O72-) are used as oxidizing agent

    (2) Complex formation between Hg 2+ and Cl -

    : chloromercury( ) complex

    : inorganic interference during COD test

    inorganic ions are also oxidized by Cr 2O72-(K2Cr2O7)

    error in measurement

    chloride (Cl -) ions are the most serious problem

    Cr2O72+ + 14H + + 6Cl - 2Cr 3+ + 3Cl 2(aq) + 7H 2O

    prevented by complexation with Hg 2+ (HgSO 4)

    reduce free chloride ions

    Stepwise formation

    Hg2+ + Cl - HgCl + logK1=7.15

    HgCl-+ Cl

    - HgCl 2 logK2=6.9

    HgCl 2 + Cl- HgCl 3

    - logK3=2.0

    HgCl 3- + Cl - HgCl 4

    2- logK4=0.7

    Overall formation

    Hg2+ + Cl - HgCl + log 1=7.15

    Hg2+ + 2Cl - HgCl 2 log 2=14.05

    Hg2+ + 3Cl - HgCl 3- log 3=16.05

    Hg2+

    + 4Cl-

    HgCl 42-

    log 4=16.75

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    Example 5- 1 Complex formation during COD test

    Step #1 [Hg2+

    ], [Cl-

    ], [HgCl+

    ], [HgCl 20

    ], [HgCl 3-

    ], [HgCl 42-

    ]six unknowns six equation required

    (Note : not acid- base reaction No H +, OH -

    But general frame work should be followed)

    Step #2

    Mass balance (0.4g HgSO 4 in 60mL total sample)

    CT,Hg = 2.24 10-2M = [Hg 2+]+[HgCl +]+[HgCl 2

    0]+[HgCl3-]+[HgCl 4

    2-]

    CT,Cl = 9.39 10-3M = [Cl -]+[HgCl +]+2[HgCl 2

    0]+3[HgCl 3-]+4[HgCl 4

    2-]

    Complex formation reactions

    ]][[

    ][10

    215.7

    1ClHg

    HgCl

    22

    0)(205.14

    2]][[

    ][10

    ClHg

    HgCl aq

    32305.16

    3

    ]][[

    ][10

    ClHg

    HgCl

    42

    2475.16

    4]][[

    ][10

    ClHg

    HgCl

    total of six equations

    Step #3 Solve for Cl - and other complexes

    Exact solution eliminate [Hg 2+] from mass balance

    solve for [Cl -] using equation

    Approximate solution three trial/error method

    CT,Hg =[Hg2+]

    =[Hg 2+]+[HgCl 20]

    =[Hg 2+]+[HgCl 20]+ [HgCl +]

    Answer

    [Cl -]=3 10 -8M

    [HgCl 20]=1.6 10 -3

    majority of Cl-

    ions are complexed with Hg2+