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DEPARTMENT OF CHEMICAL ENGINEERING
EGE UNIVERSITY
ChE 457 INDUSTRIAL WASTEWATER TECHNOLOGY
SUGAR INDUSTRY
 The sugar industry subsumes the production, processing and
marketing of sugars (mostly saccharose and fructose). Globally,
most sugar is extracted from sugar cane and sugar beet.
 Sugar is an essential basis for soft drinks/sweetened beverages,
convenience foods, fast food, candy/sweets, confectionery, baking
products and the respective industries.
 Around 460 million tonnes of sugar is produced every year. The
largest producers are Brazil (72%), India (15%) and the European
Union (10%).
BEET SUGAR
• Beet sugar is derived from sugar
beet.
• Sugar beet is a tap root, and it has a
conical, white, fleshy root .
• The root of the beet comprises 75%
water, 20% sugar, and 5% fiber.
• Sugar beets grow entirely in the
temperature zone.
• Sugar beets account for 20% of
sugar produced.
• Top 5 beet sugar producers in the
world are France, the United States,
Germany, Russia and Turkey.
CANE SUGAR
• Cane sugar is derived from sugar cane.
• Sugar cane is a tropical tall true grass .
• A mature stalk classically comprises
11-16% fiber, 12-16% soluble sugars,
2-3% non-sugars, and 63-73% water.
• Sugarcane grows entirely in the
tropical and subtropical zones.
• Cane accounts of 80% of sugar
produced.
• Top 5 cane sugar producers in the
world are Brazil, India, China,
Thailand, Pakistan and Mexico.
In the past, sugar industry produced only sugar but
nowadays sugar industries are involved in the
production of sugar, electricity and ethanol. So sugar
industry is now called as the cane industry.
HOW SUGAR IS MADE?
• Wastewater from sugar industry, if discharged without
treatment, poses pollution problem in both aquatic and
terrestrial ecosystems .
• Also, sugar industry wastewater when not treated completely
produces unpleasant smell when released into the environment.
SOURCES OF WASTEWATER
• Sugar industry wastewaters are produced mainly by cleaning operations.
• Washing of milling house floor, various division of boiling house like
evaporators, clarifiers, vacuum pans, centrifugation, etc. generates huge
volume of wastewater.
• Periodical cleaning of heat exchangers and evaporators with NaOH and
HCl to remove the scales on the tube surface contributes organic and
inorganic pollutant loadings to wastewater.
• Leakages from pumps, pipelines, centrifuging house also contribute to
wastewater produced.
• Except this, wastewater is also produced from boiler blowdown, spray
pond overflow, and from condenser cooling water which is discharged as
wastewater when it gets contaminated with cane juice.
Sr. No Parameter Average
Values
Effluent
Standard for
Discharge on
Inland Surface
Water
Effluent
Standard for
Discharge on
land for
Irrigation
1. pH 10.69 5.5-9.0 5.5-9.0
2. COD 5102(mg/L) 250 -
3. BOD 1998(mg/L) 30 100
4. TS 4530(mg/L) - -
5. TDS 3758(mg/L) - -
6. TSS 772(mg/L) 100 200
7. Oil &
Grease
14 10 10
Table 1. Typical Composition of Sugar Industry Wastewater
• The sugar industry wastewater is characterized by its brown
colour, low pH, high temperature, high BOD, high COD, odour
problem, total solids, and high percentage of dissolved organic
and inorganic matter.
• Wastewater from sugar industry generally contains carbohydrates,
nutrients, oil and grease, chlorides, sulfates, and heavy metals.
TREATMENT METHODS
 Treatment of sugar industry wastewater requires a process that combines
mechanical, chemical, and biological treatment measures.
o Screening, grit removal, flow equalization, sedimentation, or
dissolved air flotation are used to reduce suspended solids (SS) load
from sugar industry wastewater.
o Biological treatment methods are applied for the reduction of soluble
organic matter and disinfections. Biological treatment includes
aerobic and anaerobic process.
o Except biological methods, physicochemical methods are also used
for sugar industry wastewater treatment.
Since, sugar industry wastewater contains mostly sugars
and volatile fatty acids, which are easily biodegradable;
therefore all the biological (anaerobic and aerobic)
treatment processes are suitable.
AEROBIC TREATMENT
 Aerobic biological treatment generally involves degradation of
organic in the occurrence of oxygen. Conventional aerobic
treatment includes activated sludge, trickling filters, aerated
lagoons, or a combination of all.
Figure 1. Trickling Filter
 Earlier, lagoons were used for sugar industry wastewater treatment
because of being an economic process. However, larger area
requirements and emission of unpleasant and annoying odour during
the treatment process are some of the disadvantages of lagoons.
Aerated lagoons were also used in past and showed lesser residence
time and area required compared to lagoons, to treat sugar industry
wastewater, but oxygen consumption and HRT(hydraulic retention
time) were found to be high, and still large area requirement is
disadvantage.
Figure 2. Aerated Lagoons
ANAEROBIC TREATMENT
 Anaerobic treatment method for concentrated wastewater, in terms
of pollutants (as the sugar industry wastewater), is widely used
method in the industries. It has several advantages over aerobic
processes, which include the lesser energy required; methane
production due to the degradation of organic matters, which is a
source of energy; and lesser sludge production, which indirectly
reduces sludge disposal costs greatly.
 Sugar industry waste waters are biodegradable except oil and grease which
are not easily degraded by anaerobic processes, because oils produce long
chain fatty acids during the hydrolysis step which causes retardation in
methane production . Long-chain fatty acids were reported to be inhibitory
to methanogenic bacteria.
Reactors, generally used for anaerobic treatment of sugar industry
wastewater are,
 Anaerobic batch reactor
 Anaerobic Fixed-bed reactors (AFR)
 Up-flow Anaerobic Fixed Bed (UAFB) reactor
 Up-flow Anaerobic Sludge Blanket (UASB) reactor
Up-flow Anaerobic Sludge Blanket (UASB)
 This reactor is used for the anaerobic process.
 In this anaerobic treatment complex organic matter is get converted
into methane gas through the stages like hydrolysis, acidogenesis, etc.
 UASB is widely applicable for treating various types of wastewater.
 UASB has advantages over aerobic treatment.
 UASB is used for treating wastewater in sugar industry, distillery,
dairy industry, slaughter house and high strength municipal
wastewater.
1. Influent tank
2. Peristaltic pump
3. UASB reactor
4. Gas/liquid/solid separ.
5. Effluent outlet
6. Gas outlet
7. Gas collection system and
measurement of the displaced liquid
1
2
5
3
6
7
4
Figure 3. Schematic Diagram of the Laboratory UASB reaction system
Mainly the following are the four key biological and chemical
stages in UASB process:
 Hydrolysis
 Acidogenesis
 Acetogenesis
 Methanogenesis
①
③
②
④ ④
① Complex organic molecules to
soluble
② Small organic molecules to fatty
acids
③ Conversion to acetic acid & CO2
④ Final conversion to methane [CH4]
Figure 4. Main Conversion Processes in Anaerobic Digestion
Mill house
waste
Other
wastes
Bar
Screens
Grease Trap
Equalizing cum
1st stage digestion
pond
(Detention time=1 day)
(1st stage)
Anaerobic lagoons
Detention time=6 days
BOD Loading=0.30 kg/m3/day
Aerobic
Waste stabilization ponds
(Detention time~12 days)
(2nd stage)
Effluent
Excess condenser water and spray pond overflow
Figure 5. Treatment of cane sugar waste in a stabilization pond
①
③
②
④
⑤
 Coagulation/flocculation with inorganic coagulants and
adsorption are widely used for the removal of suspended,
colloidal, and dissolved solids from wastewaters. Generally,
coagulation/flocculation is used in the primary purification of
industrial wastewater .
 In coagulation process, insoluble particles and/or dissolved
organic materials collect to be larger, and are removed by
sedimentation/filtration stages.
Electro-chemical treatment process is an emerging wastewater
treatment technology. Electro Chemical treatment method
involves,
 Electro-Oxidation
 Electro-Coagulation
 Electro-Floatation
ELECTRO-CHEMICAL TREATMENT
In Electro-Oxidation (EO) treatment, organic materials are oxidized to
carbon dioxide and water or other oxides by electrochemically generated
reactive oxygen and/or oxidizing agent.
Whereas, Electro-Coagulation process involves generation of anode
material hydroxides and/or poly hydroxides which remove the organics
by coagulation.
Electro-Flotation process removes pollutants with the help of buoyant
gases bubbles generated during electrolysis, which take with them the
pollutant materials to the surface of liquid body.
REFERENCES
Kushwaha, J. (2013). A review on sugar industry wastewater: sources, treatment
technologies, and reuse. Desalination and Water Treatment, 53(2), pp.309-
318.
Pandey, G. and Carney, G. (2003). Environmental engineering. New Delhi: Tata
McGraw-Hill Publ. Co, pp.360-372.
Patil, C., Ghorpade, M. and Hugar, M. (2015). Performance and evaluation of
sugar industry effluent treatment plant. International Journal Of Current
Engineering And Scientific Research (IJCESR),2(2), pp.205-210.
Poddar, P. and Sahu, O. (2015). Quality and management of wastewater in sugar
industry. Applied Water Science, 7(1), pp.461-468.
Reddy, A., Prasad, M., Sujatha, V. and Sridevi, V. (2015). ChemInform Abstract:
A Review on Treatment of Sugar Industry Effluents by Up Flow Anaerobic
Sludge Blanket Reactor. ChemInform, 46(28).
“Schematic Diagram of laboratory UASB”, www.iwapublishing.com, December
2017
“Sugar Cane Processing”, https://www.youtube.com, December 2017
Wastewater Treatment for Sugar Industry

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Wastewater Treatment for Sugar Industry

  • 1. DEPARTMENT OF CHEMICAL ENGINEERING EGE UNIVERSITY ChE 457 INDUSTRIAL WASTEWATER TECHNOLOGY
  • 2. SUGAR INDUSTRY  The sugar industry subsumes the production, processing and marketing of sugars (mostly saccharose and fructose). Globally, most sugar is extracted from sugar cane and sugar beet.  Sugar is an essential basis for soft drinks/sweetened beverages, convenience foods, fast food, candy/sweets, confectionery, baking products and the respective industries.  Around 460 million tonnes of sugar is produced every year. The largest producers are Brazil (72%), India (15%) and the European Union (10%).
  • 3. BEET SUGAR • Beet sugar is derived from sugar beet. • Sugar beet is a tap root, and it has a conical, white, fleshy root . • The root of the beet comprises 75% water, 20% sugar, and 5% fiber. • Sugar beets grow entirely in the temperature zone. • Sugar beets account for 20% of sugar produced. • Top 5 beet sugar producers in the world are France, the United States, Germany, Russia and Turkey. CANE SUGAR • Cane sugar is derived from sugar cane. • Sugar cane is a tropical tall true grass . • A mature stalk classically comprises 11-16% fiber, 12-16% soluble sugars, 2-3% non-sugars, and 63-73% water. • Sugarcane grows entirely in the tropical and subtropical zones. • Cane accounts of 80% of sugar produced. • Top 5 cane sugar producers in the world are Brazil, India, China, Thailand, Pakistan and Mexico.
  • 4. In the past, sugar industry produced only sugar but nowadays sugar industries are involved in the production of sugar, electricity and ethanol. So sugar industry is now called as the cane industry.
  • 5. HOW SUGAR IS MADE?
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  • 7. • Wastewater from sugar industry, if discharged without treatment, poses pollution problem in both aquatic and terrestrial ecosystems . • Also, sugar industry wastewater when not treated completely produces unpleasant smell when released into the environment.
  • 8. SOURCES OF WASTEWATER • Sugar industry wastewaters are produced mainly by cleaning operations. • Washing of milling house floor, various division of boiling house like evaporators, clarifiers, vacuum pans, centrifugation, etc. generates huge volume of wastewater. • Periodical cleaning of heat exchangers and evaporators with NaOH and HCl to remove the scales on the tube surface contributes organic and inorganic pollutant loadings to wastewater. • Leakages from pumps, pipelines, centrifuging house also contribute to wastewater produced. • Except this, wastewater is also produced from boiler blowdown, spray pond overflow, and from condenser cooling water which is discharged as wastewater when it gets contaminated with cane juice.
  • 9. Sr. No Parameter Average Values Effluent Standard for Discharge on Inland Surface Water Effluent Standard for Discharge on land for Irrigation 1. pH 10.69 5.5-9.0 5.5-9.0 2. COD 5102(mg/L) 250 - 3. BOD 1998(mg/L) 30 100 4. TS 4530(mg/L) - - 5. TDS 3758(mg/L) - - 6. TSS 772(mg/L) 100 200 7. Oil & Grease 14 10 10 Table 1. Typical Composition of Sugar Industry Wastewater
  • 10. • The sugar industry wastewater is characterized by its brown colour, low pH, high temperature, high BOD, high COD, odour problem, total solids, and high percentage of dissolved organic and inorganic matter. • Wastewater from sugar industry generally contains carbohydrates, nutrients, oil and grease, chlorides, sulfates, and heavy metals.
  • 11. TREATMENT METHODS  Treatment of sugar industry wastewater requires a process that combines mechanical, chemical, and biological treatment measures. o Screening, grit removal, flow equalization, sedimentation, or dissolved air flotation are used to reduce suspended solids (SS) load from sugar industry wastewater. o Biological treatment methods are applied for the reduction of soluble organic matter and disinfections. Biological treatment includes aerobic and anaerobic process. o Except biological methods, physicochemical methods are also used for sugar industry wastewater treatment.
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  • 13. Since, sugar industry wastewater contains mostly sugars and volatile fatty acids, which are easily biodegradable; therefore all the biological (anaerobic and aerobic) treatment processes are suitable.
  • 14. AEROBIC TREATMENT  Aerobic biological treatment generally involves degradation of organic in the occurrence of oxygen. Conventional aerobic treatment includes activated sludge, trickling filters, aerated lagoons, or a combination of all. Figure 1. Trickling Filter
  • 15.  Earlier, lagoons were used for sugar industry wastewater treatment because of being an economic process. However, larger area requirements and emission of unpleasant and annoying odour during the treatment process are some of the disadvantages of lagoons. Aerated lagoons were also used in past and showed lesser residence time and area required compared to lagoons, to treat sugar industry wastewater, but oxygen consumption and HRT(hydraulic retention time) were found to be high, and still large area requirement is disadvantage. Figure 2. Aerated Lagoons
  • 16. ANAEROBIC TREATMENT  Anaerobic treatment method for concentrated wastewater, in terms of pollutants (as the sugar industry wastewater), is widely used method in the industries. It has several advantages over aerobic processes, which include the lesser energy required; methane production due to the degradation of organic matters, which is a source of energy; and lesser sludge production, which indirectly reduces sludge disposal costs greatly.
  • 17.  Sugar industry waste waters are biodegradable except oil and grease which are not easily degraded by anaerobic processes, because oils produce long chain fatty acids during the hydrolysis step which causes retardation in methane production . Long-chain fatty acids were reported to be inhibitory to methanogenic bacteria.
  • 18. Reactors, generally used for anaerobic treatment of sugar industry wastewater are,  Anaerobic batch reactor  Anaerobic Fixed-bed reactors (AFR)  Up-flow Anaerobic Fixed Bed (UAFB) reactor  Up-flow Anaerobic Sludge Blanket (UASB) reactor
  • 19. Up-flow Anaerobic Sludge Blanket (UASB)  This reactor is used for the anaerobic process.  In this anaerobic treatment complex organic matter is get converted into methane gas through the stages like hydrolysis, acidogenesis, etc.  UASB is widely applicable for treating various types of wastewater.  UASB has advantages over aerobic treatment.  UASB is used for treating wastewater in sugar industry, distillery, dairy industry, slaughter house and high strength municipal wastewater.
  • 20. 1. Influent tank 2. Peristaltic pump 3. UASB reactor 4. Gas/liquid/solid separ. 5. Effluent outlet 6. Gas outlet 7. Gas collection system and measurement of the displaced liquid 1 2 5 3 6 7 4 Figure 3. Schematic Diagram of the Laboratory UASB reaction system
  • 21. Mainly the following are the four key biological and chemical stages in UASB process:  Hydrolysis  Acidogenesis  Acetogenesis  Methanogenesis
  • 22. ① ③ ② ④ ④ ① Complex organic molecules to soluble ② Small organic molecules to fatty acids ③ Conversion to acetic acid & CO2 ④ Final conversion to methane [CH4] Figure 4. Main Conversion Processes in Anaerobic Digestion
  • 23. Mill house waste Other wastes Bar Screens Grease Trap Equalizing cum 1st stage digestion pond (Detention time=1 day) (1st stage) Anaerobic lagoons Detention time=6 days BOD Loading=0.30 kg/m3/day Aerobic Waste stabilization ponds (Detention time~12 days) (2nd stage) Effluent Excess condenser water and spray pond overflow Figure 5. Treatment of cane sugar waste in a stabilization pond ① ③ ② ④ ⑤
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  • 25.  Coagulation/flocculation with inorganic coagulants and adsorption are widely used for the removal of suspended, colloidal, and dissolved solids from wastewaters. Generally, coagulation/flocculation is used in the primary purification of industrial wastewater .  In coagulation process, insoluble particles and/or dissolved organic materials collect to be larger, and are removed by sedimentation/filtration stages.
  • 26. Electro-chemical treatment process is an emerging wastewater treatment technology. Electro Chemical treatment method involves,  Electro-Oxidation  Electro-Coagulation  Electro-Floatation ELECTRO-CHEMICAL TREATMENT
  • 27. In Electro-Oxidation (EO) treatment, organic materials are oxidized to carbon dioxide and water or other oxides by electrochemically generated reactive oxygen and/or oxidizing agent. Whereas, Electro-Coagulation process involves generation of anode material hydroxides and/or poly hydroxides which remove the organics by coagulation. Electro-Flotation process removes pollutants with the help of buoyant gases bubbles generated during electrolysis, which take with them the pollutant materials to the surface of liquid body.
  • 28. REFERENCES Kushwaha, J. (2013). A review on sugar industry wastewater: sources, treatment technologies, and reuse. Desalination and Water Treatment, 53(2), pp.309- 318. Pandey, G. and Carney, G. (2003). Environmental engineering. New Delhi: Tata McGraw-Hill Publ. Co, pp.360-372. Patil, C., Ghorpade, M. and Hugar, M. (2015). Performance and evaluation of sugar industry effluent treatment plant. International Journal Of Current Engineering And Scientific Research (IJCESR),2(2), pp.205-210. Poddar, P. and Sahu, O. (2015). Quality and management of wastewater in sugar industry. Applied Water Science, 7(1), pp.461-468. Reddy, A., Prasad, M., Sujatha, V. and Sridevi, V. (2015). ChemInform Abstract: A Review on Treatment of Sugar Industry Effluents by Up Flow Anaerobic Sludge Blanket Reactor. ChemInform, 46(28). “Schematic Diagram of laboratory UASB”, www.iwapublishing.com, December 2017 “Sugar Cane Processing”, https://www.youtube.com, December 2017