Unit Process
Adsorption and Ion
Exchange
1
Week 12
Adsorption Equilibrium
Adsorption vs. Absorption
Adsorption is accumulation / adhesion of
molecules at the surface of a solid material
(usually activated carbon) in contact with an
air or water phase
Absorption is dissolution of molecules within a
Adsorption
Absorption (“partitioning”)
PHASE I
PHASE 2
PHASE I
‘PHASE’ 2
gas
H aq
P
K c
Henry’s Law
The Jargon of Adsorption
Adsorbent, in suspension at concentration
csolid
Dissolved adsorbate, at concentration cCu(aq)
Adsorbed species, with adsorption density q mg Cu per g solid or per m2
Surface area per gram of solid is the
specific surface area
Cu2+ Cu2+
Adsorbed species present at an overall concentration of cCu(ads)
mg adsorbed
mg adsorbed
g solid per
Causes of Adsorption
Dislike of Water Phase – ‘Hydrophobicity’
Attraction to the Sorbent Surface
van der Waals forces: physical attraction
electrostatic forces (surface charge
interaction)
chemical forces (e.g.,
- and hydrogen
bonding)
The surface of a solid shows a strong affinity for
molecules that come into contact with it.
Certain solid materials concentrate specific substances
from a solution onto their surfaces.
Adsorption Phenomenon
Physical adsorption (physisorption):
Physical attractive forces
(van der Waals forces)
e.g. Carbon ads, Activated alumina
Adsorption
Phenomenon
Chemical adsorption (chemisorption):
the adsorbed molecules are held to the
surface by covalent forces.
Adsorbents in Natural & Engineered Systems
Natural Systems
Sediments
Soils
Engineered Systems
Activated carbon
Metal oxides (iron and aluminum as coagulants)
Ion exchange resins
Biosolids
Engineered Systems - Removal Objectives
Activated carbon (chemical functional
groups)
Adsorption of organics (esp. hydrophobic)
Chemical reduction of oxidants
Metal oxides (surface charge depends on
pH)
Adsorption of natural organic matter (NOM)
Adsorption of inorganics (both cations &
anions)
Ion exchange resins
Cations and anions
Hardness removal (Ca
2+
, Mg
2+
)
Arsenic (various negatively charged species),
Activated Carbon Systems
Carbon systems generally consist of vessels in
which granular carbon is placed, forming a
flter bed through which ww passes.
Activated Carbon Systems
Area requirement: less
If anaerobic conditions occur
Biological activity in carbon beds
H
2
S
formation
Spent Carbon
land disposal problem, unless
regenerated
Regeneration systems
Expensive +
11
Adsorption Mechanism
2) Chemical adsorption
Results from a chemical interaction between the
adsorbate and adsorbent. Therefore formed bond is
much stronger than that for physical adsorption
Heat liberated during chemisorption is in the range
of 20-400 kj/g mole
Activated Carbon Systems
Pretreatment is important to reduce solids
loading to granular C systems.
Powdered Activated Carbon (PAC) can be fed to
ww using chemical feed equipment.
Activated Carbon Systems
Mostly used for organic matter removal. AC remove
variety of organics from water (not selective)
Metal removal:
Recent applications in metal removal
Few in full scale
Pretreatment by sedimentation / fltration to
remove precipitated metals
Remaining dissolved metals adhere to the
carbon until all available sites are exhausted.
Spent carbon
Replaced with new or
Factors efecting Carbon Adsorption
Physical and chemical characteristics of
carbon (surface area, pore size)
Physical and chemical characteristics of
adsorbate ?
(molecular size, molecular polarity, chemical
composition)
Higher molecular weight
more easily
adsorbed
Molecular weight
Size
Factors efecting Carbon Adsorption
Concentration of adsorbate in the liquid phase
(solution)
Characteristics of the liquid phase ?
(pH, temperature)
Contact time
Increasing solubility of the solute in the liquid
carrier decreases adsorbability
Factors efecting Carbon Adsorption
Substituent groups (hydroxyl, amino, carbonyl
groups, double bonds)
Molecules with low polarity are more sorbable
than highly polar ones.
Oxygen-Containing Surface Groups on Activated Carbon
Steps in Preparation of Activated
Carbon
Pyrolysis – heat in absence of oxygen to form
graphitic char
Activation – expose to air or steam; partial
oxidation forms oxygen-containing surface
groups and lots of tiny pores
Properties of of Ativated Carbon
Made from: (?)
- Wood
- Lignin
- Bituminous coal
- Lignite
- Petroleum residues
Standards for specifc applications:
- Pore size
Factors Affecting Activated Carbon Properties
Starting materials (e.g., coal vs. wood based)
and activation
Pores and pore size distributions
Internal surface area
Surface chemistry (esp. polarity)
Apparent density
Particle Size: Granular vs. Powdered (GAC vs.
PAC)
Characteristics of Some Granular Activated
Carbons
Characteristics of Activated Carbons (Zimmer, 1988)
Activated Carbon F 300 H 71 C25
Raw Material Bituminous Coal Lignite Coconut Shell
Bed Density, ρF (kg/m3) 500 380 500
Particle Density, ρP (kg/m3) 868 685 778
Particle Radius (mm) 0.81 0.90 0.79
Surface Area BET (m2/g) 875 670 930
Other parameters used for AC
characterization
Phenol Number:
Index of carbon’s ability to
remove taste and odor compouns
Iodine Number:
Adsorption of low-molecular
weight substances
Micropores, radius <2 µm
Molasses Number:
Carbon’s ability to adsorb
high molecular weight substances
Pores 1 – 50 µm
Other parameters used for AC
characterization
High iodine number
Efective for ww with
low molecular weight organics
High molases number
Efective for ww with
Kinetics of Atrazine Sorption onto
GAC
167 mg GAC/L
333 mg GAC/L
Carbon Regeneration
Objective:
Remove the previously adsorbed
materials from the carbon pore structure
Methods:
- Thermal
- Steam
- Solvent extraction
Thermal Regeneration
Drying
Desorption
High temperature heat treatment (650 –
980
o
C) in the presence of water vapor, fue
gas, oxygen
- Multiple heat furnaces
- Fluidized bed furnaces are used.
Adsorption Isotherms
Technical feasibility of Activated Carbon
↓
Adsorption tests
↓
Adsorption Isotherms
Technical feasibility of Activated Carbon
↓
Adsorption tests
↓
Generate adsorption isotherms
Adsorptive Equilibration in a
Porous Adsorbent
Adsorbed Molecule
Diffusing Molecule
Equilibrium
Pore
GAC Particle
Early
Later
Adsorption Isotherms
Add Same Initial Target Chemical Concentration, C
init
, in each
Different activated carbon dosage, C
solid
, in each
Control
relationship at equilibrium
Metal Oxide Surfaces
Coagulants form precipitates of Fe(OH)
3
and Al(OH)
3
which have –OH surface groups that can adsorb humics
and many metals
Sorption of NOM on Metal Oxide
Sorption of Metals on Metal Oxide
Ion Exchange Resins
2R
--Na
++ Ca
2+
R
2
-Ca + 2Na
+R
+-Cl
-+ H
2
AsO
4-
R
+- H
2AsO
4-+ Cl
If mineral surface started with
q
>0:
Assuming mineral surface started with
q
= 0:
Shape of Langmuir Isotherm
Shape of Freundlich Isotherm
n
f
Shape of Freundlich Isotherm
(log scale)
log
q
log
k
f
n
log
c
0.533
tot benz benz benz AC
c
c
q
c
0.50 0.010
4.30 mg/g
c
ACExample.
Adsorption of benzene onto activated carbon has been reported to obey
the following Freundlich isotherm equation, where
c
is in mg/L and
q
is in mg/g:
A solution at 25
oC containing 0.50 mg/L benzene is to be treated in a batch
process to reduce the concentration to less than 0.01 mg/L. The adsorbent is
activated carbon with a specific surface area of 650 m
2/g. Compute the required
activated carbon dose.
Solution.
The adsorption density of benzene in equilibrium with
c
eqof 0.010 mg/L
can be determined from the isotherm expression:
0.365
3.93x10 mg/L
tol
c
Example
If the same adsorbent dose is used to treat a solution containing 0.500
mg/L toluene, what will the equilibrium concentration and adsorption density be?
The adsorption isotherm for toluene is:
Solution.
The mass balance on toluene is:
General Process Design
Features
Contactors provide large surface area
Types of contactors
Continuous fow, slurry reactors
Batch slurry reactors (infrequently)
Continuous fow, packed bed reactors
Product water concentration may be
Steady state or
PAC +
Coagulants
Sludge Withdrawal
PAC particles may or
may not be equilibrated
Settled
Water
PAC +
Coagulants
Flocculated
Water
Powdered Activated Carbon (PAC)
Process Operates at Steady-State,
c
out
= constant in time
Adsorbsi: Freundlich
Isoterm
Persamaan isoterm Freundlich
(Metcalf dan Eddy, 2002)
Dimana, (x/m) atau q
e
(mg/g) adalah massa
adsorbat yang diadsorp per massa adsorben,
K
f
adalah
faktor kapasitas adsorpsi Freundlich
(mg/g), C
e
(mg/L)
adalah konsentrasi
adsorbat setelah adsorpsi pada saat
Adsorbsi: Langmuir Isoterm
Persamaan isoterm Langmuir
Dimana, (x/m) atau q
e
( mg/g) adalah massa
adsorbat yang diadsorp per massa adsorben,
q
maks
(mg/g) adalah kapasitas adsorpsi
maksimum, b (L/mg) adalah konstanta
Langmuir dan C
e
(mg/L) adalah konsentrasi
adsorbat setelah adsorpsi pada saat
kesetimbangan.
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Kinematika adsorbsi
Orde satu semu
Kinetika orde satu semu disebut juga dengan persamaan
Lagergren yang menunjukkan laju adsorpsi adsorbat pada
permukaan adsorben:
(Zhang
et al.
, 2010)
Dimana q
edan q
tadalah jumlah adsorbat yang diadsorp (mg/g)
pada saat kesetimbangan dan pada waktu t. k
ads(L/menit)
adalah konstanta laju kinetika adsorpsi orde satu semu.
Persamaan Zhang et al. dapat diubah kedalam bentuk
persamaan linier:
(Zhang
et al.
, 2010)
Plot dari log (q
e-q
t) terhadap t memberikan sebuah garis lurus
Kinematika adsorbsi
Orde dua semu
Kinetika orde dua semu dikembangkan oleh Ho. Model ini
diaplikasikan secara luas untuk beberapa sistem adsorpsi
logam. Persamaan kinetika orde dua semu:
(Zhang
et al.
, 2010)
Dimana k
2(g/(mg.menit)) adalah konstanta laju orde dua semu.
Persamaan di atas dapat diuubah kedalam bentuk persamaan
linier menjadi
(Zhang
et al.
, 2010)
Dimana h = k
2q
e2dapat dianggap sebagai laju awal adsopsi pada
saat t mendekati 0 (nol). Plot antara t/q
tterhadap t memberikan
sebuah garis lurus yang dapat digunakan untuk menentuka q
edan k
2.
Massa
0,5
23,128
6,804
1,364
0,833 3,399
1,0
6,789
5,036
0,832
0,702 1,348
1,5
3,800
3,557
0,580
0,551 1,068
2,0
1,925
2,761
0,284
0,441 0,697
Tabel 4.14 Perhitungan Isoterm Lumpur Alum
Treated
dengan Waktu Kontak 120 Menit pada pH 4 dengan
Konsentrasi Awal Zn
2+57,150 mg/L; Volume 100 mL
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0.00
0.25
0.50
0.75
1.00
1.25
1.50
0.0
Gambar 4.14 Isoterm Freundlich Lumpur Alum
Treated
dengan Waktu Kontak 120 Menit pada pH 4 dengan
Konsentrasi Awal Zn
2+57,150mg/L
Sumber : (Hasil analisis, 2010)
0.000 5.000 10.000 15.000 20.000 25.000 0.000
Isoterm Langmuir 120 menit pH 4
Ce
C
e/
q
e
Gambar 4.15 Isoterm Langmuir Lumpur Alum
Treated
dengan Waktu Kontak 120 Menit pada
pH 4 dengan Konsentrasi Awal Zn
2+57,150mg/
L
Sumber : (Hasil analisis, 2010)
•
Hitunglah kapasitas adsorbsi masing-masing dan konstanta reaksi masing-masing.
Waktu
60
6,7737
3,358
0,198
-0,703
17,866
7,746
90
5,8861
3,418
0,139
-0,857
26,334
9,487
120
3,8002
3,557
0,000
-
33,740 10,954
150
4,5489
3,507
0,050
-1,302
42,775 12,247
180
4,2674
3,526
0,031
-1,507
51,056 13,416
210
5,0523
3,473
0,083
-1,078
60,463 14,491
Tabel 4.17 Perhitungan Kinetika Lumpur Alum
Treated
pada Dosis 15 g/L Menit pH 4 dengan
Konsentrasi Awal Zn
2+57,150mg/L
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Gambar 4.18 Kinetika Orde Satu Semu Lumpur
Alum
Treated
pada Dosis 15 g/L pH 4 dengan
Konsentrasi Awal Zn
2+57,150mg/L
Sumber : (Hasil analisis, 2010)
Gambar 4.19 Kinetika Orde Dua Semu Lumpur Alum
Treated
pada Dosis 15 g/L pH 4 dengan Konsentrasi
Awal Zn
2+57,150mg/L
ION EXCHANGE
Defnition
Ion exchange is basically a reversible chemical
process wherein an ion from solution is
exchanged for a similarly charged ion attached
to an immobile solid particle.
Removal of undesirable anions and cations from
solution through the use of ion exchange resin
Applications
Water softening
Removal of non-metal inorganic
ION EXCHANGE
(Medium - resin)
Consists of an organic or
inorganic network
structure with attached
functional group
Synthetic resin made by
the polymerisation of
organic compounds into a
porous three dimensional
structure
Exchange capacity is
determined by the number
of functional groups per
unit mass of resin
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