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‫ﺍﻟﺴﺎﺌﻠﺔ‬ ‫ﺍﻟﻤﺨﻠﻔﺎﺕ‬ ‫ﻤﻌﺎﻟﺠﺔ‬ ‫ﻁﺭﻕ‬
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-
‫ﺍﻷﺴﺘﺎﺫﺓ‬
‫ﺍﻟﺩﻜﺘﻭﺭﺓ‬
/
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‫ﻨﺼﺭ‬ ‫ﻋﻠﻰ‬
‫ﺍﻟﻤﻴﺎﻩ‬ ‫ﺘﻠﻭﺙ‬ ‫ﺒﺤﻭﺙ‬ ‫ﺃﺴﺘﺎﺫ‬
‫ﻟﻠﺒﺤﻭﺙ‬ ‫ﺍﻟﻘﻭﻤﻰ‬ ‫ﺍﻟﻤﺭﻜﺯ‬
The role of chemical treatment unit process in
wastewater treatment
The principal chemical unit processes used for
wastewater treatment are:
chemical coagulation, chemical
precipitation,
chemical disinfections, chemical
oxidation,
advanced oxidation processes ion exchange
chemical neutralization.
Chemical treatment processes
Removal of ammonia
Removal of heavy metals
Removal of organic compounds
Ion exchange
pH control
Chemical
neutralization
Disinfections with chlorine, ozone etc.
Chemical
disinfections
Removal of persistent organic pollutants and
refractory organic compounds
Advanced oxidation
BOD removal
Ammonia removal
Odor control
Chemical oxidation
Enhancement of TSS and BOD removal in the
primary sedimentation
Phosphorous removal
Heavy metals removal
Chemical
precipitation
Removal of COD, BOD and Oil & Grease
Chemical
coagulation
Application
Process
Application of Chemicals for Wastewater Treatments
Chemicals used in wastewater treatment
666.7
162.1
400
278.0
56 as CaO
Al2(SO4)3-18H2O
FeCl3
Fe2(SO4)3-3H2O
FeSO4-7H2O
Ca(OH)2
Alum
Ferric chloride
Ferric sulfate
Ferrous sulfate
(copperas)
Lime
Molecular
weight
Formula
Chemical
Calcium carbonate
(Soluble)
Aluminum
sulfate
(Soluble)
Aluminum
hydroxide
(insoluble)
Calcium
sulfate
(Soluble)
Carbon
dioxide
(Soluble)
Alum Al2(SO4)3.18H2O
When alum is added to wastewater containing calcium and magnesium
bicarbonate, a precipitate of aluminium hydroxide will form.
3 × 100 (as CaCO3) 666.5 2 × 78 3 × 136 6 × 44 18 × 18
3Ca(HCO3)2 + Al2(SO4)3.18H2O ↔ 2Al(OH)3 + 3CaSO4 + 6CO2 + 18H2O
the quantity of alkalinity required to react with 10 mg/l of alum is:
L
/
mg
5
.
4
)
mole
/
g
5
.
666
(
)
mole
/
g
100
(
3
)
L
/
mg
0
.
10
( =
⎥
⎦
⎤
⎢
⎣
⎡
Carbonic
acid
(Soluble)
Calcium
hydroxide
(Slightly soluble)
Calcium
carbonate
(Somewhat
soluble)
Calcium
bicarbonat
e(Soluble)
Calcium
hydroxide
(Slightly soluble)
Calcium
carbonate
(Somewhat
soluble)
Lime (CaO)
If the lime is used alone the principles of clarification are explained by the
following reactions for the carbonic acid and the calcium bicarbonate:
44 (as CO2) 56 (as CaO) 100 2 × 18
H2CO3 + Ca(OH)2 ↔ CaCO3 + 2H2O
100 (as CaCO3) 56 (as CaO) 2 ×100 2 × 18
Ca(HCO3)2 + Ca(OH)2 ↔ 2CaCO3 + 2H2O
Calcium bicarbonate
(Soluble)
Ferrous
sulfate
(Soluble)
Ferrous
bicarbonate
(Soluble)
Calcium
sulfate
(Soluble)
Ferrous hydroxide
(Very slightly
soluble)
Ferrous
bicarbonate
(Soluble)
Calcium hydroxide
(Slightly
soluble)
Calcium
carbonate
(Somewhat
soluble)
Ferrous Sulfate and Lime
When ferrous sulfate alone is added to wastewater, the following reactions
occur:
278 100 (as CaCO3) 178 136 7 × 18
FeSO4.7H2O + Ca(HCO3)2 ↔ Fe(HCO3)2 + CaSO4 + 7H2O
If lime is added the reaction is:
178 2 × 56 (as CaO) 89.9 2 × 100 2 × 18
Fe(HCO3)2 + 2Ca(OH)2 ↔ Fe(OH)2 + 2CaCO3 + 2H2O
Calcium
bicarbonate
(Soluble)
Ferric
chloride
(Soluble)
Ferric
hydroxide
(Insoluble)
Calcium
chloride
(Soluble)
Carbon
dioxide
(Soluble)
Ferric chloride (FeCl3)
When ferric chloride is added to wastewater, the following reactions
take place:
2 × 162.2 3×100 (as CaCO3) 2 × 106.9
2FeCl3 + 3Ca(HCO3)2 ↔ 2Fe(OH)3 + 3CaCl2 + 6CO2
The alkalinity required for 10 mg/L of ferric chloride is:
L
/
mg
25
.
9
)
mole
/
g
2
.
162
(
2
)
mole
/
g
300
(
)
L
/
mg
0
.
10
( =
⎥
⎦
⎤
⎢
⎣
⎡
Calcium
hydroxide
(Slightly soluble)
Ferric
chloride
(Soluble)
Ferric
hydroxide
(Insoluble)
Calcium
chloride
(Soluble)
Calcium
hydroxide
(Slightly soluble)
Ferric
sulfate
(Soluble)
Ferric
hydroxide
(Insoluble)
Calcium
sulfate
(Soluble)
Ferric chloride and Lime
If lime is added, the following reaction can be assumed to
occur:
2 × 162.2 3 × 56 (as CaO) 2 × 106.9 3 × 111
2FeCl3 + 3Ca(OH)2 ↔ 2Fe(OH)3 + 3CaCl2
Ferric sulfate and Lime
The overall reaction that occurs when ferric sulfate and lime are
used for wastewater treatment :
399.9 3 × 56 (as CaO) 2 × 106.9 3 × 136
Fe2(SO4)3 + 3Ca(OH)2 ↔ 2Fe(OH)3 + 3CaSO4
Heavy metals precipitation
Most of the heavy metals are precipitated during the process of chemical
coagulation.
The achievable effluent concentrations of heavy metals
Hydroxide precipitation at pH 11
0.1
Zinc
Hydroxide precipitation at pH 10
0.12
Nickel
Alum co-precipitation
Ferric hydroxide co-precipitation
0.001-0.01
0.0005-0.005
Mercury
Hydroxide precipitation
0.02-0.07
Copper
Hydroxide precipitation at pH 10-11
Co-precipitation with ferric hydroxide
0.05
0.05
Cadmium
Sulfate precipitation
0.5
Barium
Ferric hydroxide co-precipitation
0.005
Arsenic
Types of precipitation and technology
Achievable effluent
concentration,
mg/L
Metal
Advanced wastewater Treatment
The need for advanced treatment is based on a
consideration of one or more of the following factors:
-The need to remove organic matter and total suspended
solids beyond what can be accomplished by
conventional methods
-The need to remove more specific inorganic
constituents like heavy metals
-The need to remove more specific organic constituents
like refractory organic compounds
Theory of advanced oxidation
• Advanced oxidation process involve the generation and use of the
hydroxyl free radical (•
OH.)
0.90
1.23
Oxygen (molecular)
0.93
1.27
Chlorine dioxide
1.00
1.36
Chlorine
1.10
1.49
Hypochlorite
1.30
1.78
Hydrogen peroxide
1.52
2.08
Ozone
1.78
2.42
Oxygen (atomic)
2.05
2.80
Hydroxyl radical
2.25
3.06
Fluorine
EOP relative to
chlorine
Electrochemical oxidation
potential (EOP), V
Oxidizing agent
Comparison of the oxidizing potential of various oxidizing agents
Technologies used to produce the reactive hydroxyl free radical
Photocatalysis (UV + TiO2)
Ozone + ultrasonic
Pulsed corona discharges
Ozone + electron-beam
irradiation
Nonthermal plasmas
Ozone +TiO2 + H2O2
Ultrasonic
Ozone + TiO2
Electrohydraulic cavitations
Ozone + UV + H2O2
Electron-beam irradiation
Ozone + H2O2
H2O2 + UV + ferrous salts (Fenton’s
reagent)
Ozone + UV
H2O2 + UV
Ozone at elevated pH (8 to >10)
Non-ozone-based processes
Ozone-based processes
Ozone/UV
Production of the hydroxyl free radical is presented in the following equations:
O3 + UV (hv, λ<310 nm) O2 + O
H2O2
•OH + •OH
O + H2O H2O2
Ozone/hydrogen peroxide
• The overall reaction for the production of hydroxyl
radicals using hydrogen peroxide and ozone is as follows:
H2O2 + 2O3 •OH + •OH + 3O2
Hydrogen peroxide/UV
The formation of hydrogen radicals possible when water -
containing
H
2O2 is exposed to UV light (200 to 280 nm). The following
reactions can be used to describe the photolysis of H2O2:
H2O2 + UV (hv, λ ≈ 200-280 nm) •OH + •OH
Fenton's reaction
• The Fenton's Reaction has been known since 1894 and is currently one of
the most powerful oxidizing reactions available.
• The reaction involves hydrogen peroxide and a ferrous iron catalyst.
• The peroxide is broken down into a hydroxide ion and a hydroxyl free
radical.
H2O2 + Fe2+ Fe3+ + HO- + •OH
How does the Fenton's reaction work?
Once the hydroxyl radicals have been generated they start to attack
organic molecules by the following mechanisms:
Radical addition. The addition of hydroxyl radical to an unsaturated
aliphatic or aromatic compound results in the production of a radical
organic compound.
RH = the reacting organic compound.
RH + •OH RHOH
Hydrogen abstraction. The hydroxyl radical can be used to remove a
hydrogen atom from the organic compounds.
RH + •OH •R + H2O
Requirements of the reaction:
pH adjustment to 3-5: if the pH is too high the iron precipitates as
Fe(OH)3 and will decompose the H2O2 to oxygen.
Addition of Iron and H2O2 result in significant drop in the pH , FeSO4
catalyst, and the H2O2 addition, is responsible for the fragmentation of
organic material into organic acids.
Addition of the iron catalyst as a solution of FeSO4: The typical range
for the iron dose is 1 part of Fe per 15 parts of H2O2.
Adding slowly the H2O2: in order to control the increasing of the pH
and the temperature during the reaction it's better to complete the
reaction step by step with a continuous adjustment.
Applications of the Fenton's reaction:
Nowadays, the Fenton's reaction is used to treat a large variety of
water pollution such as phenols, formaldehyde, pesticides,
This process may be use to treat wastewater, contaminated soils and
sludge with the following actions:
Organic pollutant destruction
Toxicity reduction
Biodegradability improvement
BOD/Cod removal
Odour and colour removal
Destruction of resin in radioactive contaminated sludge
Schematic diagram of Fenton oxidation process

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Chemicals.pdf

  • 1. ‫ﺍﻟﺴﺎﺌﻠﺔ‬ ‫ﺍﻟﻤﺨﻠﻔﺎﺕ‬ ‫ﻤﻌﺎﻟﺠﺔ‬ ‫ﻁﺭﻕ‬ - ‫ﺍﻟﻜﻴﻤﻴﺎﺌﻴﺔ‬ - ‫ﺍﻷﺴﺘﺎﺫﺓ‬ ‫ﺍﻟﺩﻜﺘﻭﺭﺓ‬ / ‫ﻓﺎﻴﺯﺓ‬ ‫ﻨﺼﺭ‬ ‫ﻋﻠﻰ‬ ‫ﺍﻟﻤﻴﺎﻩ‬ ‫ﺘﻠﻭﺙ‬ ‫ﺒﺤﻭﺙ‬ ‫ﺃﺴﺘﺎﺫ‬ ‫ﻟﻠﺒﺤﻭﺙ‬ ‫ﺍﻟﻘﻭﻤﻰ‬ ‫ﺍﻟﻤﺭﻜﺯ‬
  • 2. The role of chemical treatment unit process in wastewater treatment The principal chemical unit processes used for wastewater treatment are: chemical coagulation, chemical precipitation, chemical disinfections, chemical oxidation, advanced oxidation processes ion exchange chemical neutralization. Chemical treatment processes
  • 3. Removal of ammonia Removal of heavy metals Removal of organic compounds Ion exchange pH control Chemical neutralization Disinfections with chlorine, ozone etc. Chemical disinfections Removal of persistent organic pollutants and refractory organic compounds Advanced oxidation BOD removal Ammonia removal Odor control Chemical oxidation Enhancement of TSS and BOD removal in the primary sedimentation Phosphorous removal Heavy metals removal Chemical precipitation Removal of COD, BOD and Oil & Grease Chemical coagulation Application Process Application of Chemicals for Wastewater Treatments
  • 4. Chemicals used in wastewater treatment 666.7 162.1 400 278.0 56 as CaO Al2(SO4)3-18H2O FeCl3 Fe2(SO4)3-3H2O FeSO4-7H2O Ca(OH)2 Alum Ferric chloride Ferric sulfate Ferrous sulfate (copperas) Lime Molecular weight Formula Chemical
  • 5. Calcium carbonate (Soluble) Aluminum sulfate (Soluble) Aluminum hydroxide (insoluble) Calcium sulfate (Soluble) Carbon dioxide (Soluble) Alum Al2(SO4)3.18H2O When alum is added to wastewater containing calcium and magnesium bicarbonate, a precipitate of aluminium hydroxide will form. 3 × 100 (as CaCO3) 666.5 2 × 78 3 × 136 6 × 44 18 × 18 3Ca(HCO3)2 + Al2(SO4)3.18H2O ↔ 2Al(OH)3 + 3CaSO4 + 6CO2 + 18H2O the quantity of alkalinity required to react with 10 mg/l of alum is: L / mg 5 . 4 ) mole / g 5 . 666 ( ) mole / g 100 ( 3 ) L / mg 0 . 10 ( = ⎥ ⎦ ⎤ ⎢ ⎣ ⎡
  • 6. Carbonic acid (Soluble) Calcium hydroxide (Slightly soluble) Calcium carbonate (Somewhat soluble) Calcium bicarbonat e(Soluble) Calcium hydroxide (Slightly soluble) Calcium carbonate (Somewhat soluble) Lime (CaO) If the lime is used alone the principles of clarification are explained by the following reactions for the carbonic acid and the calcium bicarbonate: 44 (as CO2) 56 (as CaO) 100 2 × 18 H2CO3 + Ca(OH)2 ↔ CaCO3 + 2H2O 100 (as CaCO3) 56 (as CaO) 2 ×100 2 × 18 Ca(HCO3)2 + Ca(OH)2 ↔ 2CaCO3 + 2H2O
  • 7. Calcium bicarbonate (Soluble) Ferrous sulfate (Soluble) Ferrous bicarbonate (Soluble) Calcium sulfate (Soluble) Ferrous hydroxide (Very slightly soluble) Ferrous bicarbonate (Soluble) Calcium hydroxide (Slightly soluble) Calcium carbonate (Somewhat soluble) Ferrous Sulfate and Lime When ferrous sulfate alone is added to wastewater, the following reactions occur: 278 100 (as CaCO3) 178 136 7 × 18 FeSO4.7H2O + Ca(HCO3)2 ↔ Fe(HCO3)2 + CaSO4 + 7H2O If lime is added the reaction is: 178 2 × 56 (as CaO) 89.9 2 × 100 2 × 18 Fe(HCO3)2 + 2Ca(OH)2 ↔ Fe(OH)2 + 2CaCO3 + 2H2O
  • 8. Calcium bicarbonate (Soluble) Ferric chloride (Soluble) Ferric hydroxide (Insoluble) Calcium chloride (Soluble) Carbon dioxide (Soluble) Ferric chloride (FeCl3) When ferric chloride is added to wastewater, the following reactions take place: 2 × 162.2 3×100 (as CaCO3) 2 × 106.9 2FeCl3 + 3Ca(HCO3)2 ↔ 2Fe(OH)3 + 3CaCl2 + 6CO2 The alkalinity required for 10 mg/L of ferric chloride is: L / mg 25 . 9 ) mole / g 2 . 162 ( 2 ) mole / g 300 ( ) L / mg 0 . 10 ( = ⎥ ⎦ ⎤ ⎢ ⎣ ⎡
  • 9. Calcium hydroxide (Slightly soluble) Ferric chloride (Soluble) Ferric hydroxide (Insoluble) Calcium chloride (Soluble) Calcium hydroxide (Slightly soluble) Ferric sulfate (Soluble) Ferric hydroxide (Insoluble) Calcium sulfate (Soluble) Ferric chloride and Lime If lime is added, the following reaction can be assumed to occur: 2 × 162.2 3 × 56 (as CaO) 2 × 106.9 3 × 111 2FeCl3 + 3Ca(OH)2 ↔ 2Fe(OH)3 + 3CaCl2 Ferric sulfate and Lime The overall reaction that occurs when ferric sulfate and lime are used for wastewater treatment : 399.9 3 × 56 (as CaO) 2 × 106.9 3 × 136 Fe2(SO4)3 + 3Ca(OH)2 ↔ 2Fe(OH)3 + 3CaSO4
  • 10. Heavy metals precipitation Most of the heavy metals are precipitated during the process of chemical coagulation. The achievable effluent concentrations of heavy metals Hydroxide precipitation at pH 11 0.1 Zinc Hydroxide precipitation at pH 10 0.12 Nickel Alum co-precipitation Ferric hydroxide co-precipitation 0.001-0.01 0.0005-0.005 Mercury Hydroxide precipitation 0.02-0.07 Copper Hydroxide precipitation at pH 10-11 Co-precipitation with ferric hydroxide 0.05 0.05 Cadmium Sulfate precipitation 0.5 Barium Ferric hydroxide co-precipitation 0.005 Arsenic Types of precipitation and technology Achievable effluent concentration, mg/L Metal
  • 11. Advanced wastewater Treatment The need for advanced treatment is based on a consideration of one or more of the following factors: -The need to remove organic matter and total suspended solids beyond what can be accomplished by conventional methods -The need to remove more specific inorganic constituents like heavy metals -The need to remove more specific organic constituents like refractory organic compounds
  • 12. Theory of advanced oxidation • Advanced oxidation process involve the generation and use of the hydroxyl free radical (• OH.) 0.90 1.23 Oxygen (molecular) 0.93 1.27 Chlorine dioxide 1.00 1.36 Chlorine 1.10 1.49 Hypochlorite 1.30 1.78 Hydrogen peroxide 1.52 2.08 Ozone 1.78 2.42 Oxygen (atomic) 2.05 2.80 Hydroxyl radical 2.25 3.06 Fluorine EOP relative to chlorine Electrochemical oxidation potential (EOP), V Oxidizing agent Comparison of the oxidizing potential of various oxidizing agents
  • 13. Technologies used to produce the reactive hydroxyl free radical Photocatalysis (UV + TiO2) Ozone + ultrasonic Pulsed corona discharges Ozone + electron-beam irradiation Nonthermal plasmas Ozone +TiO2 + H2O2 Ultrasonic Ozone + TiO2 Electrohydraulic cavitations Ozone + UV + H2O2 Electron-beam irradiation Ozone + H2O2 H2O2 + UV + ferrous salts (Fenton’s reagent) Ozone + UV H2O2 + UV Ozone at elevated pH (8 to >10) Non-ozone-based processes Ozone-based processes
  • 14. Ozone/UV Production of the hydroxyl free radical is presented in the following equations: O3 + UV (hv, λ<310 nm) O2 + O H2O2 •OH + •OH O + H2O H2O2 Ozone/hydrogen peroxide • The overall reaction for the production of hydroxyl radicals using hydrogen peroxide and ozone is as follows: H2O2 + 2O3 •OH + •OH + 3O2
  • 15. Hydrogen peroxide/UV The formation of hydrogen radicals possible when water - containing H 2O2 is exposed to UV light (200 to 280 nm). The following reactions can be used to describe the photolysis of H2O2: H2O2 + UV (hv, λ ≈ 200-280 nm) •OH + •OH
  • 16. Fenton's reaction • The Fenton's Reaction has been known since 1894 and is currently one of the most powerful oxidizing reactions available. • The reaction involves hydrogen peroxide and a ferrous iron catalyst. • The peroxide is broken down into a hydroxide ion and a hydroxyl free radical. H2O2 + Fe2+ Fe3+ + HO- + •OH How does the Fenton's reaction work? Once the hydroxyl radicals have been generated they start to attack organic molecules by the following mechanisms:
  • 17. Radical addition. The addition of hydroxyl radical to an unsaturated aliphatic or aromatic compound results in the production of a radical organic compound. RH = the reacting organic compound. RH + •OH RHOH Hydrogen abstraction. The hydroxyl radical can be used to remove a hydrogen atom from the organic compounds. RH + •OH •R + H2O Requirements of the reaction: pH adjustment to 3-5: if the pH is too high the iron precipitates as Fe(OH)3 and will decompose the H2O2 to oxygen. Addition of Iron and H2O2 result in significant drop in the pH , FeSO4 catalyst, and the H2O2 addition, is responsible for the fragmentation of organic material into organic acids.
  • 18. Addition of the iron catalyst as a solution of FeSO4: The typical range for the iron dose is 1 part of Fe per 15 parts of H2O2. Adding slowly the H2O2: in order to control the increasing of the pH and the temperature during the reaction it's better to complete the reaction step by step with a continuous adjustment. Applications of the Fenton's reaction: Nowadays, the Fenton's reaction is used to treat a large variety of water pollution such as phenols, formaldehyde, pesticides, This process may be use to treat wastewater, contaminated soils and sludge with the following actions: Organic pollutant destruction Toxicity reduction Biodegradability improvement BOD/Cod removal Odour and colour removal Destruction of resin in radioactive contaminated sludge
  • 19. Schematic diagram of Fenton oxidation process