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1
Water Technology
2
Soaps Fuels Batteries Plastics
Food Cloths Medicines
Environmental
protection
(green chemistry )
Paper
industries
Textiles Constructions
Chemistry in daily life
Chemistry of Water
• Universal Solvent
• Polar Molecule
• High Dielectric constant
• High Specific Heat
• High Heat of Vaporization
• Hydrogen bonding
• High Surface Tension
• Capillary Action
• Adhesion
• Cohesion
WHO Specifications for Drinking Water
Parameter Values (ppm) except pH
pH 6.5 - 8.5
Hardness 300
Chloride 250
DO 5
Nitrate 50
Turbidity 5
Fluoride 1.5
TDS 500
https://www.youtube.com/watch?v=LDLjKlBroUA 4
Impurities in water
• Suspended Impurities
• Dissolved Impurities
• Colloidal Impurities
• Biological Impurities
5
Water Analysis
• Hardness
• Alkalinity
• Chlorides and sulphates
• Dissolved oxygen
6
Hardness of Water
• Soap consuming capacity of water sample
• Due to dissolved salts of Ca & Mg
• Expressed in terms of ppm of CaCO3
2C17H35COONa + CaCl2 (C17H35COO)2Ca + 2NaCl
Sodium stearate Curd like ppt
7
Temporary Hardness
• Also known as Carbonate or alkaline hardness
• Due to presence of Ca(HCO3)2 & Mg(HCO3)2
• Hardness can be removed by boiling hard water
Mg (HCO3 )2 Mg(OH)2↓ + 2CO2↑
Ca(HCO3)2 CaCO3↓ +CO2 ↑ +H2O
8
Permanent Hardness
• Also known as non carbonate or non alkaline
hardness
• Due to Chlorides, Nitrates & sulphates of Ca & Mg
• Can not be removed by boiling
Total hardness = Temporary Hardness + Permanent Hardness
9
Determination of Hardness by
EDTA Method
• EDTA -
EthyleneDiamineTetraAcetic
Acid
• Chelating agent
• Hexadentate ligand
• Na2EDTA is preferred as it is
more soluble in water
10
• Complexometric titration
•EBT is used as indicator
•pH 10 is maintained by Buffer (NH4Cl + NH4OH)
Hardness = B.R x Molarity of EDTA x100 x 1000 / V
•V is volume of sample used for titration
Determination of Hardness by EDTA
Method
Procedure
Part-A: Standardization of Na2EDTA by ZnSO4
Part-B: Determination of total hardness using Std. Na2EDTA
11
M2+ + EBT → M-EBT + 2H+
Wine red
M-EBT + EDTA → M-EDTA + EBT
(Blue)
Reactions involved in Hardness
12
Numerical on Hardness
1. 20 ml standard hard water contain 14 gm CaCO3
per lit. 20 ml of this required 22 ml EDTA for the end
point. 100 ml of water sample required 15 ml EDTA
solution. The same sample after boiling required 10
ml of EDTA solution Calculate carbonate and
noncarbonate hardness of water.
13
Hardness of water
2. Calculate temporary Hardness total hardness and
Permanent hardness in terms of CaCO3 for sample
with composition
a)Ca (HCO3)2 = 6.4 b) Mg (HCO3)2 = 8.2
c) MgSO4 = 5.6 d) MgCl2 = 4.2
e) CaSO4 = 12.3 f) Na2SO4 = 6.5
14
15
16
17
Alkalinity
• Acid Neutralizing Capacity of Water Sample
• Significance of alkalinity determination
• Determined By an acid-base Titration
• Phenolphthalein And Methyl Orange Are Used As
Indicators
18
Alkalinity Types
• Only HO-
• Only CO3
2-
• Only HCO3
-
• OH- & CO3
2- together
• CO3
2- & HCO3
- together
19
Reactions Involved
O H- + H+ → H2O
CO3
2- + H+ → HCO-
3
HCO-
3 + H+ → H2O + CO2↑
P
M
20
Alkalinity Procedure
100 ml water
sample
Add 2-3 drops of
phenolphthalein
Titrate against HCl
till color changes
from pink to
colorless (V1)
Add 2 drops of
Methyl orange
Titrate with HCl till
color changes
from yellow to
orange (V2)
21
• Phenolphthalein alkalinity (P)
P = (V1 × Z × 50 × 1000) / V ppm of CaCO3
equivalents.
• Methyl orange alkalinity (M) OR Total alkalinity
M = (V2 × Z × 50 × 1000) / V ppm of CaCO3
equivalents
Computing Alkalinity
22
Alkalinity Interpretation
Relation
between
P & M
OH- CO3
2- HCO3
-
P = 0 0 0 M
P = M P/M 0 0
P=1/2 M 0 2P 0
P>1/2M 2P-M 2(M-P) 0
P<1/2M 0 2P M-2P
23
Numericals
• 50 ml water sample requires 4.5 ml of N/50 H2SO4
upto phenolphthalein end point and another 6 ml
upto methyl orange end point, compute alkalinity
result.
• water sample is not alkaline to phenolphthalein
.100ml of sample on titration with N/50 HCl required
17.5 ml to get methyl orange end point. compute
alkalinity result.
24
Mohr's Method
• Chloride ion concentration is determined by titration
of water sample with AgNO3 in neutral or alkaline
media
• Highly alkaline pH leads to formation of Silver
Hydroxide (AgOH)
• At Low pH Chromate may transformed into
dichromate leading to inaccurate result ( CrO4
2-
Cr2O7
2-)
• Desired pH can be achieved by adding CaCO3
25
Mohr's Method
• At the start chloride ions react with silver ions
forming white ppt of Silver Chloride
• After all chloride are used up Ag+ reacts with
chromate forming brick red precipitate
Ag+ + Cl- AgCl↓
Ag+ + CrO4
2- Ag2CrO4 ↓
26
Chloride ions Concentration
Calculation
• Chloride ion concentration above 250 ppm is not
acceptable
1 mole of AgNO3 = 1 mole of Cl-
1000 ml 1NAgNO3 = 35.5 gm Cl-
amount of chloride = N1 x V1/ V2 x 35.5
gm/lit.
N1 = Normality of AgNO3
V1 = Volume of AgNO3
V2 = Volume of water sample
27
Dissolved Oxygen
• Measurement gives idea about status of water system (
Aerobic /Anaerobic )
• Indicator of water pollution
• DO level can give idea about survival of aquatic life
• DO is important factor causing corrosion of boiler
material
• Possibility of aerobic biological processes for
transforming biodegradable organic contaminants
https://www.youtube.com/watch?v=oVW5LAzd7Ec
28
Steps in Winkler's Method
• O2 Fixation
• Conversion Mn (II) to Mn(IV) State forming Brown ppt of
Basic Manganic oxide
• Conversion of Mn (IV) to Mn(II) on Acidification
2Mn(OH)2 + O2 2MnO(OH)2 ↓ (Brown)
MnO(OH)2 + H2SO4 MnSO4 + 2H2O + (O)
MnSO4 + 2KOH Mn(OH)2 ↓+ K2SO4 ( White )
29
Winkler's Method
2KI + H2SO4 + O K2SO4 + H2O + I2
Oxidation of KI into I2 by Nascent oxygen
I2 + Na2S2O3 Na2S4O6 ↓ + 2NaI
Titration of liberated iodine with sodium
thiosulphate using starch indicator
30
Outline Of Winkler Dissolved Oxygen Procedure
Carefully
Collect
Sample
In 300 mL
BOD Bottle
1
Add
2 mL
MnSO4 Soln.
and
2 mL
Alkali-iodide-azide
Reagent
2
Yellow
To
Brown
Floc,
D.O. Present
White
Floc,
No D.O.
3
Repeat
Mixing
and
Settling
4
Add
2 mL
H2SO4
and
Mix
Mix By
Inverting
and
Allow To
Settle
31
Titration of Iodine Solution
A
Pour
200 mL sample
Into Flask
B
Titrate
With
Sodium
thiosulphate
Reddish-
Brown
C
Add
Starch
Indicator
Pale
Yellow
Blue
D
Titrate
to
Clear
Clear
32
Winkler's Method
•Nitrate ion interference may be avoided by adding
sodium azide
DO = (X x N1 x 8)/200 (water sample taken ) x 1000
= ……………..mg/lit.
N1 = Normality of Sodium thiosulphate
X = Burette Reading
33
A) Priming & foaming (carryover)
B) Caustic embrittlement
C) Boiler Corrosion
D) Scales & Sludges
Ill effects of Hard Water In
Boiler
34
Wet Steam formation inside boiler
Causes
• Very high level of boiler feed water
• Presence of excessive foam
• High speed of steam generation
• Faulty boiler design.
Priming
35
• Avoiding rapid changes in steaming rate
• Maintaining low level of water
• Better Boiler Design
• Removing impurities from water
Prevention of Priming
36
Formation of continuous foam or bubbles on the surface of
water
Causes:
• High conc. of dissolved salts in boiler feed water
• Presence of oil droplets and alkalies
• Presence of Finely dispersed suspended material
• Violent agitation of boiler feed water
Foaming
37
Prevention of Foaming
• Use of antifoaming agents
• Removal of oil and greases using sodium
aluminates
• Removal of silica using ferrous sulphate
• By using soft water
38
• Actual height of water column cannot be judged well
due to foaming
• Because of priming, the salts present in the droplets
enter in the part of machineries.
• The dissolved salts in droplet of wet steam get
deposited on evaporation of water
• Foaming causes wet steam formation
Disadvantages of priming and foaming
39
Caustic Embrittlement
Boiler material gets brittle due to exposure to caustic
solution at high pressure and high temperature
condition
Galvanic cell formation or Concentration cell
Na2CO3+ H2O 2NaOH + CO2 ↑
2Fe +2NaOH + O2 2NaFeO2 + H2 ↑
40
Prevention
• Use of Sodium phosphate instead of Na2CO3
• Addition of Tannin or Lignin
• Adjustment of pH between 8-9
• Adding Na2SO4
41
1.Dissolved oxygen
• 2Fe + 2H2O + O2 2Fe(OH)2↓
• 2Fe(OH)2 +1/2O2 Fe2O3.2H2O
(Rust)
Removal of oxygen
• Na2SO3 +1/2O2 Na2SO4
• N2H4+ O2 N2↑ + 2H2O
2.Dissolved CO2
CO2+H2O H2CO3
Boiler Corrosion
42
Hydrolysis of salts
• MgCl2 +2H2O 2Mg(OH)2 +2HCl
• Fe+2HCl FeCl2 +H2
• FeCl2 + 2H2O Fe(OH)2 + 2HCl
Disadvantages
• Reducing the life of boiler
• Leakage of joints and rivets
• Increased cost of repairs & maintenance
Corrosion in Boiler
43
Scales & Sludges formation
• Scales :Hard adherent
deposit formed after
saturation point inside
boiler
• Due to presence of
CaSO4 , MgCl2 ,silicates
of Ca & Mg
44
Causes -
i) Decomposition of bicarbonates
ii) Hydrolysis of magnesium salts
iii) Presence of silica
iv) Decreased solubilities of CaSO4 at high
temperature
Scale formation
45
Disadvantages of Scale Formation
• Wastage of Fuel
• Over heating of boiler
• Boiler safety
• Danger of explosion
46
Disadvantages
• Bad conductor of heat ( Wastage of Fuel)
• Reduces boiler efficiency
• Reduces the flow rate of water in boiler.
Prevention
• Use of water containing very low quantity of total
dissolved solids.
• Frequently making blow down operation.
Sludge
47
• Use of softened water
• Phosphate conditioning
• Adding sodium aluminates
• Adding organic chemicals like tannin.
Prevention of Scale formation
48
• Zeolite process
• Ion exchange method
Water treatments
49
Zeolite
• Naturally occurring hydrated
aluminosilicates
• Also known as Permutit
• Porous Material
• Insoluble in water
• Works on Ion exchange
Process
50
•Zeolite can trap
Ca2+ , Mg2+ from
hard water and
releases Na+ ions
into water
Zeolite
51
Process
• Zeolite capture cations and releases equivalent Na+
ions into water
Regeneration
• Brine solution is used
Na2 Ze + Ca 2+ → CaZe + 2Na+
CaZe + 2 NaCl → Na2 Ze + CaCl2
Zeolite process
52
Limitations of Zeolite
• The effective concentration of sodium salt increases
• Mineral acid may disintegrate Zeolite bed
• Highly turbid water can not be treated
• Boiler feed Water with Fe+2 and Mn+2 can not be
treated properly
• Capable of removing only Cations
• Hot water dissolves Zeolite
53
Numericals
1. A zeolite bed was exhausted on softening of 4000 litre
of water requires 10 litres of 15 % NaCl solution for
regeneration. Calculate hardness of water sample.
2. A Zeolite softner was completely exhausted and was
regenerated by passing 100 litre of NaCl containing
120 gm/litre of NaCl. How many litre of sample of
water having hardness 500 ppm can be soften by this
softner ?
54
Ion Exchange Method
• Resin are used for water
softening
• Resin have either acidic or
Basic Functional group
with loosely bound ions
• Cation Exchange and anion
exchange resins are used
Cation Exchange Resin (RCOOH)
RCOOH + Ca2+ n [(RCOO)2Ca2+ ] +2H+
Key Points – Ion Exchange Method
• Cation exchange resin allow only cation exchange
• Anion exchange resin allow only anion exchange
• Net result is demineralised water
• Cation Exchange resin are regenerated by dilute HCl
• Anion exchange resin are regenerated by dilute NaOH
Anion Exchange Resin
n [R – N+ (CH3)3 OH-] + Cl- n[ R –N+ (CH3)3 ]Cl- + OH-
56
Regeneration of resin
• Process of regeneration is reversal of reaction for
ion exchange process
• Regeneration of cation Exchange resin
(RCOO)2M2+ + 2H+ RCOOH + M2+
• Regeneration of anion Exchange resin
[RN+(CH3)3] Cl- + OH- [ RN+(CH3)3]OH- + Cl-
57
Ion Exchange Process
•Works well for variation
of hardness of water
•Apparatus occupies
small space
•Process is easy to
operate
•Highly acidic or highly
alkaline water can be
treated effectively
58
• The process of removing ionic
pollutants from water using
membranes and electric field is known
as Electro dialysis.
• Ion selective membranes are used
• Cation selective membrane allow
passage of cations only
• Anion Selective Membrane allow
passage of anions only
Electrodialysis
59
Electrodialysis
•Under influence of
electric field ions
migrate towards
Electrode with opposite
sign
•Concentrated and dilute
solution are created in
alternate compartment
60
Applications of Electrodialysis
• Removal of ionic pollutants from treated
industrial waste.
• Removal of salt from water
• Removal of limited quantity of salts from
sea water.
61
• In RO process Solvent
molecules travelled from high
region of solute concentration
to low Solute concentration
through SPM
• External pressure is applied
through high solute
concentration compartment
https://www.youtube.com/watch?v=aVdWqbpbv_Y
Reverse Osmosis
62
Reverse Osmosis
• External applied pressure is greater than
osmotic pressure
• Semi permeable membrane made up from
polymeric materials like acrylics,
polyamides, aramids
• Membrane allow only passage of water
molecules (Selective Porosity ) by which
other impurities are rejected
• water gets separated from contaminants
63
Advantages of RO Process
• Ionic, colloidal, non-ionic impurities removed from
water.
• Pure water for high pressure boiler can be obtained.
• Used to obtain drinking mineral water.
• Simple to operate.
• Low cost process.
64

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Water Technology.pptx

  • 2. 2 Soaps Fuels Batteries Plastics Food Cloths Medicines Environmental protection (green chemistry ) Paper industries Textiles Constructions Chemistry in daily life
  • 3. Chemistry of Water • Universal Solvent • Polar Molecule • High Dielectric constant • High Specific Heat • High Heat of Vaporization • Hydrogen bonding • High Surface Tension • Capillary Action • Adhesion • Cohesion
  • 4. WHO Specifications for Drinking Water Parameter Values (ppm) except pH pH 6.5 - 8.5 Hardness 300 Chloride 250 DO 5 Nitrate 50 Turbidity 5 Fluoride 1.5 TDS 500 https://www.youtube.com/watch?v=LDLjKlBroUA 4
  • 5. Impurities in water • Suspended Impurities • Dissolved Impurities • Colloidal Impurities • Biological Impurities 5
  • 6. Water Analysis • Hardness • Alkalinity • Chlorides and sulphates • Dissolved oxygen 6
  • 7. Hardness of Water • Soap consuming capacity of water sample • Due to dissolved salts of Ca & Mg • Expressed in terms of ppm of CaCO3 2C17H35COONa + CaCl2 (C17H35COO)2Ca + 2NaCl Sodium stearate Curd like ppt 7
  • 8. Temporary Hardness • Also known as Carbonate or alkaline hardness • Due to presence of Ca(HCO3)2 & Mg(HCO3)2 • Hardness can be removed by boiling hard water Mg (HCO3 )2 Mg(OH)2↓ + 2CO2↑ Ca(HCO3)2 CaCO3↓ +CO2 ↑ +H2O 8
  • 9. Permanent Hardness • Also known as non carbonate or non alkaline hardness • Due to Chlorides, Nitrates & sulphates of Ca & Mg • Can not be removed by boiling Total hardness = Temporary Hardness + Permanent Hardness 9
  • 10. Determination of Hardness by EDTA Method • EDTA - EthyleneDiamineTetraAcetic Acid • Chelating agent • Hexadentate ligand • Na2EDTA is preferred as it is more soluble in water 10
  • 11. • Complexometric titration •EBT is used as indicator •pH 10 is maintained by Buffer (NH4Cl + NH4OH) Hardness = B.R x Molarity of EDTA x100 x 1000 / V •V is volume of sample used for titration Determination of Hardness by EDTA Method Procedure Part-A: Standardization of Na2EDTA by ZnSO4 Part-B: Determination of total hardness using Std. Na2EDTA 11
  • 12. M2+ + EBT → M-EBT + 2H+ Wine red M-EBT + EDTA → M-EDTA + EBT (Blue) Reactions involved in Hardness 12
  • 13. Numerical on Hardness 1. 20 ml standard hard water contain 14 gm CaCO3 per lit. 20 ml of this required 22 ml EDTA for the end point. 100 ml of water sample required 15 ml EDTA solution. The same sample after boiling required 10 ml of EDTA solution Calculate carbonate and noncarbonate hardness of water. 13
  • 14. Hardness of water 2. Calculate temporary Hardness total hardness and Permanent hardness in terms of CaCO3 for sample with composition a)Ca (HCO3)2 = 6.4 b) Mg (HCO3)2 = 8.2 c) MgSO4 = 5.6 d) MgCl2 = 4.2 e) CaSO4 = 12.3 f) Na2SO4 = 6.5 14
  • 15. 15
  • 16. 16
  • 17. 17
  • 18. Alkalinity • Acid Neutralizing Capacity of Water Sample • Significance of alkalinity determination • Determined By an acid-base Titration • Phenolphthalein And Methyl Orange Are Used As Indicators 18
  • 19. Alkalinity Types • Only HO- • Only CO3 2- • Only HCO3 - • OH- & CO3 2- together • CO3 2- & HCO3 - together 19
  • 20. Reactions Involved O H- + H+ → H2O CO3 2- + H+ → HCO- 3 HCO- 3 + H+ → H2O + CO2↑ P M 20
  • 21. Alkalinity Procedure 100 ml water sample Add 2-3 drops of phenolphthalein Titrate against HCl till color changes from pink to colorless (V1) Add 2 drops of Methyl orange Titrate with HCl till color changes from yellow to orange (V2) 21
  • 22. • Phenolphthalein alkalinity (P) P = (V1 × Z × 50 × 1000) / V ppm of CaCO3 equivalents. • Methyl orange alkalinity (M) OR Total alkalinity M = (V2 × Z × 50 × 1000) / V ppm of CaCO3 equivalents Computing Alkalinity 22
  • 23. Alkalinity Interpretation Relation between P & M OH- CO3 2- HCO3 - P = 0 0 0 M P = M P/M 0 0 P=1/2 M 0 2P 0 P>1/2M 2P-M 2(M-P) 0 P<1/2M 0 2P M-2P 23
  • 24. Numericals • 50 ml water sample requires 4.5 ml of N/50 H2SO4 upto phenolphthalein end point and another 6 ml upto methyl orange end point, compute alkalinity result. • water sample is not alkaline to phenolphthalein .100ml of sample on titration with N/50 HCl required 17.5 ml to get methyl orange end point. compute alkalinity result. 24
  • 25. Mohr's Method • Chloride ion concentration is determined by titration of water sample with AgNO3 in neutral or alkaline media • Highly alkaline pH leads to formation of Silver Hydroxide (AgOH) • At Low pH Chromate may transformed into dichromate leading to inaccurate result ( CrO4 2- Cr2O7 2-) • Desired pH can be achieved by adding CaCO3 25
  • 26. Mohr's Method • At the start chloride ions react with silver ions forming white ppt of Silver Chloride • After all chloride are used up Ag+ reacts with chromate forming brick red precipitate Ag+ + Cl- AgCl↓ Ag+ + CrO4 2- Ag2CrO4 ↓ 26
  • 27. Chloride ions Concentration Calculation • Chloride ion concentration above 250 ppm is not acceptable 1 mole of AgNO3 = 1 mole of Cl- 1000 ml 1NAgNO3 = 35.5 gm Cl- amount of chloride = N1 x V1/ V2 x 35.5 gm/lit. N1 = Normality of AgNO3 V1 = Volume of AgNO3 V2 = Volume of water sample 27
  • 28. Dissolved Oxygen • Measurement gives idea about status of water system ( Aerobic /Anaerobic ) • Indicator of water pollution • DO level can give idea about survival of aquatic life • DO is important factor causing corrosion of boiler material • Possibility of aerobic biological processes for transforming biodegradable organic contaminants https://www.youtube.com/watch?v=oVW5LAzd7Ec 28
  • 29. Steps in Winkler's Method • O2 Fixation • Conversion Mn (II) to Mn(IV) State forming Brown ppt of Basic Manganic oxide • Conversion of Mn (IV) to Mn(II) on Acidification 2Mn(OH)2 + O2 2MnO(OH)2 ↓ (Brown) MnO(OH)2 + H2SO4 MnSO4 + 2H2O + (O) MnSO4 + 2KOH Mn(OH)2 ↓+ K2SO4 ( White ) 29
  • 30. Winkler's Method 2KI + H2SO4 + O K2SO4 + H2O + I2 Oxidation of KI into I2 by Nascent oxygen I2 + Na2S2O3 Na2S4O6 ↓ + 2NaI Titration of liberated iodine with sodium thiosulphate using starch indicator 30
  • 31. Outline Of Winkler Dissolved Oxygen Procedure Carefully Collect Sample In 300 mL BOD Bottle 1 Add 2 mL MnSO4 Soln. and 2 mL Alkali-iodide-azide Reagent 2 Yellow To Brown Floc, D.O. Present White Floc, No D.O. 3 Repeat Mixing and Settling 4 Add 2 mL H2SO4 and Mix Mix By Inverting and Allow To Settle 31
  • 32. Titration of Iodine Solution A Pour 200 mL sample Into Flask B Titrate With Sodium thiosulphate Reddish- Brown C Add Starch Indicator Pale Yellow Blue D Titrate to Clear Clear 32
  • 33. Winkler's Method •Nitrate ion interference may be avoided by adding sodium azide DO = (X x N1 x 8)/200 (water sample taken ) x 1000 = ……………..mg/lit. N1 = Normality of Sodium thiosulphate X = Burette Reading 33
  • 34. A) Priming & foaming (carryover) B) Caustic embrittlement C) Boiler Corrosion D) Scales & Sludges Ill effects of Hard Water In Boiler 34
  • 35. Wet Steam formation inside boiler Causes • Very high level of boiler feed water • Presence of excessive foam • High speed of steam generation • Faulty boiler design. Priming 35
  • 36. • Avoiding rapid changes in steaming rate • Maintaining low level of water • Better Boiler Design • Removing impurities from water Prevention of Priming 36
  • 37. Formation of continuous foam or bubbles on the surface of water Causes: • High conc. of dissolved salts in boiler feed water • Presence of oil droplets and alkalies • Presence of Finely dispersed suspended material • Violent agitation of boiler feed water Foaming 37
  • 38. Prevention of Foaming • Use of antifoaming agents • Removal of oil and greases using sodium aluminates • Removal of silica using ferrous sulphate • By using soft water 38
  • 39. • Actual height of water column cannot be judged well due to foaming • Because of priming, the salts present in the droplets enter in the part of machineries. • The dissolved salts in droplet of wet steam get deposited on evaporation of water • Foaming causes wet steam formation Disadvantages of priming and foaming 39
  • 40. Caustic Embrittlement Boiler material gets brittle due to exposure to caustic solution at high pressure and high temperature condition Galvanic cell formation or Concentration cell Na2CO3+ H2O 2NaOH + CO2 ↑ 2Fe +2NaOH + O2 2NaFeO2 + H2 ↑ 40
  • 41. Prevention • Use of Sodium phosphate instead of Na2CO3 • Addition of Tannin or Lignin • Adjustment of pH between 8-9 • Adding Na2SO4 41
  • 42. 1.Dissolved oxygen • 2Fe + 2H2O + O2 2Fe(OH)2↓ • 2Fe(OH)2 +1/2O2 Fe2O3.2H2O (Rust) Removal of oxygen • Na2SO3 +1/2O2 Na2SO4 • N2H4+ O2 N2↑ + 2H2O 2.Dissolved CO2 CO2+H2O H2CO3 Boiler Corrosion 42
  • 43. Hydrolysis of salts • MgCl2 +2H2O 2Mg(OH)2 +2HCl • Fe+2HCl FeCl2 +H2 • FeCl2 + 2H2O Fe(OH)2 + 2HCl Disadvantages • Reducing the life of boiler • Leakage of joints and rivets • Increased cost of repairs & maintenance Corrosion in Boiler 43
  • 44. Scales & Sludges formation • Scales :Hard adherent deposit formed after saturation point inside boiler • Due to presence of CaSO4 , MgCl2 ,silicates of Ca & Mg 44
  • 45. Causes - i) Decomposition of bicarbonates ii) Hydrolysis of magnesium salts iii) Presence of silica iv) Decreased solubilities of CaSO4 at high temperature Scale formation 45
  • 46. Disadvantages of Scale Formation • Wastage of Fuel • Over heating of boiler • Boiler safety • Danger of explosion 46
  • 47. Disadvantages • Bad conductor of heat ( Wastage of Fuel) • Reduces boiler efficiency • Reduces the flow rate of water in boiler. Prevention • Use of water containing very low quantity of total dissolved solids. • Frequently making blow down operation. Sludge 47
  • 48. • Use of softened water • Phosphate conditioning • Adding sodium aluminates • Adding organic chemicals like tannin. Prevention of Scale formation 48
  • 49. • Zeolite process • Ion exchange method Water treatments 49
  • 50. Zeolite • Naturally occurring hydrated aluminosilicates • Also known as Permutit • Porous Material • Insoluble in water • Works on Ion exchange Process 50
  • 51. •Zeolite can trap Ca2+ , Mg2+ from hard water and releases Na+ ions into water Zeolite 51
  • 52. Process • Zeolite capture cations and releases equivalent Na+ ions into water Regeneration • Brine solution is used Na2 Ze + Ca 2+ → CaZe + 2Na+ CaZe + 2 NaCl → Na2 Ze + CaCl2 Zeolite process 52
  • 53. Limitations of Zeolite • The effective concentration of sodium salt increases • Mineral acid may disintegrate Zeolite bed • Highly turbid water can not be treated • Boiler feed Water with Fe+2 and Mn+2 can not be treated properly • Capable of removing only Cations • Hot water dissolves Zeolite 53
  • 54. Numericals 1. A zeolite bed was exhausted on softening of 4000 litre of water requires 10 litres of 15 % NaCl solution for regeneration. Calculate hardness of water sample. 2. A Zeolite softner was completely exhausted and was regenerated by passing 100 litre of NaCl containing 120 gm/litre of NaCl. How many litre of sample of water having hardness 500 ppm can be soften by this softner ? 54
  • 55. Ion Exchange Method • Resin are used for water softening • Resin have either acidic or Basic Functional group with loosely bound ions • Cation Exchange and anion exchange resins are used Cation Exchange Resin (RCOOH) RCOOH + Ca2+ n [(RCOO)2Ca2+ ] +2H+
  • 56. Key Points – Ion Exchange Method • Cation exchange resin allow only cation exchange • Anion exchange resin allow only anion exchange • Net result is demineralised water • Cation Exchange resin are regenerated by dilute HCl • Anion exchange resin are regenerated by dilute NaOH Anion Exchange Resin n [R – N+ (CH3)3 OH-] + Cl- n[ R –N+ (CH3)3 ]Cl- + OH- 56
  • 57. Regeneration of resin • Process of regeneration is reversal of reaction for ion exchange process • Regeneration of cation Exchange resin (RCOO)2M2+ + 2H+ RCOOH + M2+ • Regeneration of anion Exchange resin [RN+(CH3)3] Cl- + OH- [ RN+(CH3)3]OH- + Cl- 57
  • 58. Ion Exchange Process •Works well for variation of hardness of water •Apparatus occupies small space •Process is easy to operate •Highly acidic or highly alkaline water can be treated effectively 58
  • 59. • The process of removing ionic pollutants from water using membranes and electric field is known as Electro dialysis. • Ion selective membranes are used • Cation selective membrane allow passage of cations only • Anion Selective Membrane allow passage of anions only Electrodialysis 59
  • 60. Electrodialysis •Under influence of electric field ions migrate towards Electrode with opposite sign •Concentrated and dilute solution are created in alternate compartment 60
  • 61. Applications of Electrodialysis • Removal of ionic pollutants from treated industrial waste. • Removal of salt from water • Removal of limited quantity of salts from sea water. 61
  • 62. • In RO process Solvent molecules travelled from high region of solute concentration to low Solute concentration through SPM • External pressure is applied through high solute concentration compartment https://www.youtube.com/watch?v=aVdWqbpbv_Y Reverse Osmosis 62
  • 63. Reverse Osmosis • External applied pressure is greater than osmotic pressure • Semi permeable membrane made up from polymeric materials like acrylics, polyamides, aramids • Membrane allow only passage of water molecules (Selective Porosity ) by which other impurities are rejected • water gets separated from contaminants 63
  • 64. Advantages of RO Process • Ionic, colloidal, non-ionic impurities removed from water. • Pure water for high pressure boiler can be obtained. • Used to obtain drinking mineral water. • Simple to operate. • Low cost process. 64