chap 5. coordination chemistry
Transcript of chap 5. coordination chemistry
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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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Chapter 5. Coordination Chemistry
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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+