Dr. M. Akhila Maheswari: CHY 1701 Engineering Chemistry
Dr. M. Akhila Maheswari: CHY 1701 Engineering Chemistry
Dr. M. Akhila Maheswari: CHY 1701 Engineering Chemistry
Engineering Chemistry
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3. Calgon conditioning
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Softening of hard water –
External treatment
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External treatment of water – External
Conditioning of water
Softening methods
The process of removing the hardness producing substance
from the water is called softening of water.
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1. Lime-Soda process
Soluble calcium and magnesium salts in water are chemically converted
into insoluble compounds by adding calculated amount of lime
[Ca(OH)2] and Soda [Na2CO3].
Calcium carbonate [CaCO3] and Magnesium hydroxide [Mg(OH)2] so
precipitated, are filtered off.
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Cold lime soda process
Step 1
1. A calculated quantity of Ca(OH)2 (lime) and Na2CO3 (soda) are mixed
with water at room temperature and added to the hard water.
2. The following reactions takes place depending on the nature of
hardness
Chemical reactions
If it is permanent hardness and due to calcium salt
CaCl2 + Na2CO3 CaCO3 + 2NaCl (soda) …S
slimy suspended precipitate
Step 2
The precipitates CaCO3 and Mg(OH)2 are very fine and forms sludge like
precipitates in the boiler water and are difficult to remove because it
does not settle easily making it difficult to filter and the removal
process. Finally reduces the efficiency of the boiler.
NOTE: Particles finer than 0.1 µm (10-7m) in water remain continuously in motion due to
electrostatic charge (often negative) which causes them to repel each other. Once their
electrostatic charge is neutralized by the use of coagulant chemical, the finer particles start to
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collide and agglomerate (combine together) under the influence of Van der Waals's forces. These
larger and heavier particles are called flocs.
Reactions with coagulants
Al2(SO4)3+3Ca(HCO3)2 →2Al(OH)3+3CaSO4+6CO2
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Continuous cold lime soda softener
Stirrer
paddles
Sedimented sludge
CaCO3, Mg(OH)2
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2. Hot lime soda Process
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Continuous Hot Lime 1. Reaction tank: water, chemicals and
steam are mixed
soda Process
2. Conical sedimentation tank : sludge
Hard water feed settles down
3. Sand filter : complete removal of
sludge from the soft water is ensured
Super heated steam
Chemicals feed (lime
and soda)
Reaction tank
Soft water
Conical sedimentation
tank
Precipitated sludge
(CaCO3, Mg(OH)2 Sludge
outlet
Filtered soft
water
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Advantages of Lime soda process
1. It is very economical compared to other methods.
2. Iron and manganese salts are also removed by this process.
3. It increases the pH of the softened water hence corrosion is
minimized also pathogenic bacteria.
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Rules
1. If Ca(HCO3)2 and Mg(HCO3)2 are considered as ions (Ca2+ + 2HCO3-) and (Mg2+ +
2HCO3-) respectively then the calculation result will be the same based on the
ability of the ions to take up bicarbonate ions
2. If treated water found to contain excess of OH- and CO32- ions these are formed
from excess equivalent each of Ca(OH)2 and Na2CO3 and hence these excess
amounts should be added to the calculation (in temp. hardness and perm.
hardness)
3. When the impurities are given as CaCO3 and MgCO3 present in water it should
be considered as due to bicarbonates of calcium and magnesium respectively
4. Substances like NaCl, KCl, Na2SO4, SiO2, Fe2O3 etc do not contribute to
hardness and therefore, they do not consume any soda or lime and hence if
these present need not be taken in to consideration during calculation.
5. Soda (Na2CO3) neutralizes only permanent hardness
Permanent Hardness
Ca Salts CaCl2 + Na2CO3 CaCO3 + 2NaCl S
Temp. Hardness
Ca(HCO3)2 Ca(HCO3)2 + Ca(OH)2 2CaCO3 + 2H2O L
Mg(HCO3)2 Mg(HCO3)2 + 2Ca(OH)2 2CaCO3 + Mg(OH)2 + 2H2O 2L
Acids
HCl 2H+ + Ca(OH)2 Ca2+ + 2H2O L+S
H2SO4 Ca2+ + Na2CO3 CaCO3 + 2Na+
X Volume of water
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Lime Soda Process - Reactions of Lime and Soda
L+S
L-S
2L
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L
L+S
L+S
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O
L+S
-L
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Lime-soda treatment is very slow – super saturated solution – results “after deposition”
- form sludge
- corrosion
Removed: - thorough mixing
- accelerators – bring down the particles of precipitates (activated charcoal)
- Coagulants
If the treated water contains OH- and CO32- due to excess of Ca(OH)2 and Na2CO3
- account to the calculations
Na+
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Zeolite (Permutit) method of Softening of water
Na+
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Why synthetic zeolite is better than natural zeolite for the
softening of water? Ans: Natural zeolites are non-porous
Natural Zeolite
Natrolite
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Hard water
in
Hard water
spray
Zeolite bed
Gravel
Injector
Softened
NaCl To water
storage sink
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10% NaCl - brine
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Limitations and disadvantages of Zeolite process
1. If the water is turbid ---- the turbidity causing particles clogs the pores
of the Zeolite and making it inactive.
2. The ions such as Mn2+ and Fe2+ forms stable complex Zeolite which can
not be regenerated that easily as both metal ions bind strongly and
irreversibly to the zeolite structure.
3. Any acid present in water (acidic water) should be neutralized with soda
before letting the water to the plant, since acid will hydrolyze SiO2
forming silicic acid.
4. Soft water contains more sodium salts than in lime soda process.
5. It replaces only Ca2+ and Mg2+ with Na+ but leaves all the other ions like
HCO3- and CO32- in the softened water (then it may form NaHCO3 and
Na2CO3 which releases CO2 when the water is boiled and causes
corrosion).
6. It also causes caustic embitterment when sodium carbonate hydrolyses
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to give NaOH.
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Cation Resin after
exchange Resin treatment
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• Ion-exchange resins are insoluble, cross-linked, long chain
organic polymers with a micro-porous structure and the
functional groups attached to the groups are responsible for
the ion-exchanging properties.
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¯H+
SO3¯H+
SO3
RH+
¯H+ SO3¯H+
SO3
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ROH-
R = CH3
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H2O
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Ion exchange purifier or softener
Hard
water
Gravel
Cation exchange Resin Anion exchange Resin bed
Injector
Injector
Acid
solution for Wastages to
regeneratio sink Alkaline solution for
n of resin Wastages to
regeneration of resin
sink
pump
Soft water 45
Hard water in
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Regeneration of cation exchange column
Advantage
Disadvantage
Hard
water
c a c a Anion
c Mixed bed exchange
Mixed
a deionizer a resin
resin bed
a
c a cc Cation
exchange
resin
Demineralise
d water
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Regeneration of mixed bed deionizer
1. When the bed (resins) are exhausted or cease to soften the water, the mixed bed is
back washed by forcing the water from the bottom in the upward direction
2. Then the light weight anion exchanger move to the top and forms a upper layer
above the heavier cation exchanger
3. Then the anion exchanger is regenerated by passing caustic soda solution (NaOH)
from the top and then rinsed with pure water
4. The lower cation exchanger bed is then washed with dil.H2SO4 solution and then
rinsed.
5. The two beds are then mixed again by forcing compressed air to mix both and the
resins are now ready for use Low
NaOH
density
resin
c a c a c a c a c aa c a
aa a a a a cRegenerated
c Mixed bed c Exhausted Back washed a
a deionizer a a Mixed bed a
Mixed bed
a a ccccc c
deionizer
a
c a cc c a cc c a c c
Back Compressed
wash High air
water density
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resin
The outgoing water from the mixed-bed contains even less than 1 ppm
of dissolved salts
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