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Improving Water Quality using Indigenous Natural
Treatment Methods
Amitava Rakshit TWAS Nxt Fellow
amitavar@bhu.ac.in
1 2
India is progressing
Water: the big issue for the 21st Century
Water is the life blood of our planet
Sufficient water supply of appropriate quality is a key ingredient
in the health and well-being of humans and ecosystems, and for
social and economic development.
Water Down: the embarrassing lack of clean water
access
Distribution of population and water resources
Becoming an International Agony
36 percent of the global population—
approximately 2.4 billion people—live in water-
scarce regions
22 percent of the world's GDP (US$9.4
trillion) is produced in water-scarce areas.
39 percent of global grain production is
unsustainable in terms of water
1.4 billion people live in areas with sinking
groundwater levels.
How serious the issue is?
Around 17.6% of households in India don't have access to any source of drinking water in or near their
premises.
In last 50 years 21 million wells have been dug and 30% have been abandoned because water no longer
flows.
The main source of drinking is tap water(43.5%) followed by hand pump(42%) and open wells (14.5).
More than 27 million households in India drink untreated water. Around 37.7 million people are affected
by water borne diseases annually.
1.5 million children are estimated to die of diarrhoea alone.
73 million working days are lost due to water borne disease.
Subsequent economic burden is $600 million a year.
66 million Indians are as risk due to excess fluoride, 10 million due to excess arsenic.
System is Overloaded!
This becoming an Iraqi surface to air missile.
Multiple Options
The different treatment methods used are classified in three different categories as:
Primary Treatment : Refers to physical unit operations.
Secondary Treatment: Refers to chemical and biological unit processes.
Tertiary Treatment: Referes to combination of all three i.e., physical unit operations
and chemical or biological unit processes, used after secondary treatment.
Need For Vibrant
approach
For sujalam( Clean water),
suphalam( clean food) ,
Malayaja sheetalam (fresh air)
Integration is key
Basics: Coagulation-flocculation followed by sedimentation, filtration and disinfection(chlorine)
Economics of different levels of treatments
Particulars Primary treatment
system
Primary + ultra filtration
system
Primary + ultra filtration
system + reverse osmosis
Capital cost (Rs lakhs) 30.0 90.64 145
Annualized capital cost
(@15% p.a. interest &
depreciation
5,79 18.06 26.69
Operation and
maintenance cost
(lakhs/annum)
5.88 7.04 12.63
Annual burden
(Annualized cost +O&M
cost) Rs. Lakhs
11.85 27.1 42.5
Treatment cost Rs./kl
(Without interest and
depreciation)
34.08 52.40 73.22
An Inconvenient Truth
• Natural materials have been used in water treatment since ancient times but
lack of knowledge on the exact nature and mechanism by which they work has
hindered their wide spread application.
• As a result, they have been unable to compete with the commonly used
chemicals.
• In recent years there has been a resurgence of interest to use natural
materials due to cost and associated health and environmental concerns of
synthetic organic polymers and inorganic chemicals.
Use of Plant Species
• Natural plant extracts have been used for water purification for many centuries and
Egyptians inscription afforded the earliest recorded knowledge of plant materials used for
water treatment, dating back perhaps to 2000BC .
• In recent years there has been considerable interest in the development of usage of
natural coagulants which can be produced extracted from microorganisms, animal or
plant tissues.
• These coagulants should be biodegradable and are presumed to be safe for human health
.
• Natural coagulants produce readily biodegradable and less voluminous sludge that
amounts only 20– 30% that of alum treated counterpart.
• Can reduce hardness in water or wastewater with better performance and a low risk to
environment.
• Nowadays a number of effective coagulants have been identified of plant origin. Some of
the common ones include Moringa olifiera, Solanum incunum, Ocimum sanctum,
Azadirachta indica, Triticum aestivum, Phyllanthus emblica and Strychnos
potatorum and others .
Taxonomic diversity of plants used for water treatment.
Family Number of Genera Percentage Number of species Percentage of
species
Fabaceae 10 26.3 10 25.0
Fagaceae 2 5.2 4 10.0
Malvaceae 3 7.8 3 7.5
Cactaceae 2 5.2 2 5
Cucurbitaceae 2 5.2 2 5
Euphorbiaceae 2 5.2 2 5
Poaceae 2 5.2 2 5
Other 15 families 15 39.4 15 37.5
Total 38 100 40 100
Who are the eligible candidates?
Ocimum sanctum
Azardiracta indica
Phyllanthus emblicaTriticum aestivum
Solanum incunum
Strychnospotatorum Carica papaya
Moringa oleifera Dolichos lablab Phaselous vulgaris
Opuntia ficus indica
Castanea sativa
Cicer arientinum
Q.rubra Coccinia indica Phoenix
Azadirachta indica
Aloe barbadensis
Citrus aurantifoliaJatropha curcas
Luffa cylinderca
Hibiscus sabdarifa
Cuminum cyminumTrigonella foenum graecum
Strychnos potatorum
Mangifera indica
Carica papaya Vigna unguiculata
Parkinsonia aculeata
Garciniakola Heckel
Many more in the list
Quercus robur Senna alata
Aesculus hyppocast annum
Plant parts used
Most of these extracts are derived from the seeds, leaves, pieces of bark or sap,
roots and fruit extracts of trees.
Protein is reported to be the main component responsible for coagulation-flocculation
process.
A polyelectrolyte: active ingredient responsible for coagulation
activity. High cationic charge density, long polymer chains, bridging of
aggregates, and precipitationBioactive constituents:
Pterygospermin (C22H18N2O2S2:),
an unstable substance with low melting point
Benzyl isothiocyanate, Glucosinolate
How it works?
The coagulation mechanism was reported to be through
charge neutralization ,adsorption and bridging.
In coagulation and disinfection, a substantial number of active compounds have
been isolated from various parts of plant species. Thus, isolating the active
component is critical not only to understand the coagulation mechanism, but also to
develop pretreatment practices for potential field implementation .
Natural coagulants were more efficient in higher turbidity ranges than lower and
medium turbidity waters either in artificially prepared or natural turbid raw water
including surface and ground water.
Of the large number of plant materials that have
been used over the years, Moringa oleifera have
been shown to be one of the most effective crop
species for water treatment
Moringa oleifera –Multipurpose tree-Model plant
It has been widely used for many purposes, including water purification by activated carbon from its
seed husks
M. oleifera seeds contain coagulant molecules such as proteins which showed good flocculating effects
.A protein extracted from M. oleifera seed has demonstrated its effectiveness in wastewater systems
removing 99% of suspended solids without changing the pH of the water.
Heavy metal removal such as Cd(II), Cr(III) and Ni(II) .
nutrition sources, medicinal purposes ,antibacterial agents
M. oleifera seed coagulant was able to significantly improve the clarification of highly turbid river
water, showing a high reduction in its turbidity
Protein in the M. oleifera seed is a natural product, which can reduce hardness in water
Coverage
Chemical composition of crude powder of Moringa
Average seed kernel yield of a mature plant:3 kg
One tree can treat 30,000 ltrs(@ 100 mg/l)
For 1 ha plantation with 3 m spacing yield :3000 kg which
can treat 30,000 m3 water= A treatment plant 10 m 3 hr-1
with 8 hrs a day for a full year
Simple Statistics
Thumbs rule
Purification of natural coagulants
• The limitation of natural coagulants and disinfectants include organic load and
residual (storage).
• Therefore, Purification of natural coagulants is vital in order to reduce organic
load and helps to use in a large scale because of the fact that the crude extract is
not generally suitable for large water supply systems where the hydraulic
residence time is very high and this is indicated in the result of who reported
coagulation efficiency decreased as storage duration increased.
• Another disadvantage of natural coagulants is its efficacy only for highly turbid
water.
• Therefore, active agents should be purified and characterized using different
techniques, namely dialysis, ultrafiltration, lyophilisation, ion-exchange,
chemical precipitation, SDS-PAGE and electro phoresis.
• Isolating the active component is critical not only to understand the coagulation
mechanism, but also to develop pretreatment practices for potential field
implementation .
• Natural coagulants produce less sludge volume compared with Alum and
they require no pH adjustment..Considerable savings in chemicals and sludge
handling cost may be achieved.
• They are great interest for low or zero net costl water treatment and help to
provide pure water for developing countries who hardly get pure water and an
additional benefit of using coagulants derived from natural products, is that a
number of useful products may be extracted from the seed.
• In particular, edible and other useful oils may be extracted before the
coagulant is fractionated. Residual solids may be used as animal feed and
fertilizer, while the shell of the seed may be activated and used as an
adsorbent.
• Usage of natural products also reduces the formation of disinfectants that
deteriorate human health and their byproducts are organic and biodegradable
and reduced risk of handling.
Some of our result
Physio- Chemical Analysis of Sewage Waste Water
S.
No
Parameter Before
treatment
After treatment(M.o) After treatment(Alum) After treatment(M.o+Alum)
50mg/l 100mg/l 150mg/l 50m/l 100mg/l 150mg/
l
50mg/l 100mg/l 150mg/l
1. pH 4.5 7.93 7.8 7.7 7.53 7.13 7.13 7.3 7.1 7.3
2. EC 961.5 430.5 431 434 417.5 435.5 449.5 427.5 444.5 442.5
3. TDS 640.16 286.71 287.04 289.04 278.05 290.04 299.36 284.71 296.03 294.70
4. Hardness 22.5 10.04 10.68 10.56 11.2 10.82 10.44 10.52 10.72 10.64
5. DO 3.5 6.1 6.65 6.55 6.8 8 8.2 7.5 7.6 7.75
6. COD 238.4 236.8 255.2 234.4 241.28 228.8 233.6 236.8 248.8 223.2
7. Sodium 365.66 265.95 270.35 278.56 354.65 408.45 457.35 313.1 345 391.15
8. Potassium 48.33 23 24.35 27.35 54.75 74.50 90.60 38.8 50.35 67.80
Physio – Chemical Analysis of Saree Dyeing Waste Water
S.No Parameter Before
treatment
After treatment(M.o) After treatment(Alum) After treatment(M.o+Alum)
50mg/l 100mg/l 150mg
/l
50m
/l
100mg/l 150mg/l 50mg/
l
100mg
/l
150mg
/l
1. pH 7.3 8.1 7.83 8.0 7.90 7.80 7.60 7.80 7.70 7.73
2. EC 1378 1363.5 1516.5 1364.5 1361 1407 1426 1415 1394.33 1403
3. TDS 923.48 913.54 1016.05 1140.76 911.87 942.69 955.42 948.05 934.31 939.86
4. Hardness 328.33 258 278 257 237 217 248 273 246 243
5. DO 3.2 10.73 10.73 11 11.90 11.23 11.83 12.23 12.43 11.35
6. COD 259.2 134.4 127.2 112 127.2 107.42 105.6 117.6 117.6 108.8
7. Sodium 404.3 405.25 414.85 410.35 423.7 435.75 451.60 423.15 427.15 433.30
8. Potassium 4.5 4.7 4.93 5.13 7.83 11.73 7.40 7.13 8.23 9.93
S.No` Parameters Before
treatment
After treatment (M.oleifera) After treatment(Alum) After treatment(M.Oleifera+
Alum)
50mg/l 100mg/l 150mg/l 50mg/l 100mg/l 150mg/l 50mg/l 100mg/l 150mg/l
1. pH 5.4 7.13 9.60 9.93 9.73 9.40 9.03 9.70 9.53 8.40
2. EC 10.96 8.75 7.58 7.72 7.66 7.79 7.82 7.74 7.71 9.06
3. TDS 7.29 5.82 5.07 5.14 5.10 5.18 5.20 5.15 5.13 6.02
4. Hardness 119 72 62 62 59 62 61 61 59 61
5. DO 2.53 2.75 3.20 3.50 3.33 3.20 4.05 3.75 3.50 4.05
6. COD 278.40 228 218.60 215.20 130.40 135.21 134.40 122.40 132.80 98.40
7. Sodium 1557 1286 1102.33 1111 1175.33 1229.33 1267 1148.33 1186.33 1366.33
8. Potassium 341.25 285.6 20.77 26.32 51.07 108.40 137.85 43.93 72.65 93.45
Physio – Chemical Analysis of Carpet Waste Water Before and After treatment
After treatment
What extra is needed?
• Active agent of indigenous plants which mediates turbidity and microbial removal mechanism that
should be investigated in detail
• Moreover, different simple purifying mechanisms should be investigated in order to reduce organic
load and recontamination. It is particularly important that such trials be applied at small scale
(household) level and scalability of this technology should be investigated.
• For instance they increase organic load in the water which tend restablization to occur.
• In addition water treated with natural coagulants was reported only used for 24 hours and
inefficiency of treating low turbid water (<50 NTU)is another problem.
• However, toxicological test of natural coagulants and disinfectants is also crucial before
implementing the laboratory result to the field.
• In addition, comprehensive cost effectiveness and cost benefit analyses will also be crucial to be
made in order to see the affordability of natural coagulants and disinfectants to the poor community
living in developing countries.
Final submission
India is facing daunting challenges in water sector due to the demands of a
rapidly industrializing economy and urbanizing society.
When potential for augmenting supply is limited and water tables are falling,
water quality issues have increasingly come to the fore.
Inventory of indigenous knowledge and plants used by local wisdom for water
purification technologies is an unexplored area with huge unrealized potential.
Plants identified were Moringa oleifera, Jatropha curcas, Pleurotus
tuberregium, Citruss aurontifolia, Strynos potatorium with their potentials as
coagulants with respect to turbidity removal and disinfection of water borne
diseases vis-a vis the pitfalls of chemical coagulants and disinfectants .
Biocoagulants are as efficient as Alum is purifying water and wastewater at
low cost. The need to further develop biocoagulants as green treatment
alternative for global water management admist growing global water crises .
Acknowledgement
Banaras Hindu University
MSc Students: Dharmendra,Mahesh,Lokesh,
Samarth, Shivaranjani, Papihara
Prof.Asit K. Biswas

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Presentation iit

  • 1. Improving Water Quality using Indigenous Natural Treatment Methods Amitava Rakshit TWAS Nxt Fellow amitavar@bhu.ac.in
  • 2. 1 2 India is progressing
  • 3.
  • 4. Water: the big issue for the 21st Century
  • 5. Water is the life blood of our planet Sufficient water supply of appropriate quality is a key ingredient in the health and well-being of humans and ecosystems, and for social and economic development.
  • 6. Water Down: the embarrassing lack of clean water access
  • 7. Distribution of population and water resources
  • 8. Becoming an International Agony 36 percent of the global population— approximately 2.4 billion people—live in water- scarce regions 22 percent of the world's GDP (US$9.4 trillion) is produced in water-scarce areas. 39 percent of global grain production is unsustainable in terms of water 1.4 billion people live in areas with sinking groundwater levels.
  • 9. How serious the issue is?
  • 10.
  • 11. Around 17.6% of households in India don't have access to any source of drinking water in or near their premises. In last 50 years 21 million wells have been dug and 30% have been abandoned because water no longer flows. The main source of drinking is tap water(43.5%) followed by hand pump(42%) and open wells (14.5). More than 27 million households in India drink untreated water. Around 37.7 million people are affected by water borne diseases annually. 1.5 million children are estimated to die of diarrhoea alone. 73 million working days are lost due to water borne disease. Subsequent economic burden is $600 million a year. 66 million Indians are as risk due to excess fluoride, 10 million due to excess arsenic.
  • 12. System is Overloaded! This becoming an Iraqi surface to air missile.
  • 13. Multiple Options The different treatment methods used are classified in three different categories as: Primary Treatment : Refers to physical unit operations. Secondary Treatment: Refers to chemical and biological unit processes. Tertiary Treatment: Referes to combination of all three i.e., physical unit operations and chemical or biological unit processes, used after secondary treatment.
  • 14.
  • 15. Need For Vibrant approach For sujalam( Clean water), suphalam( clean food) , Malayaja sheetalam (fresh air)
  • 16. Integration is key Basics: Coagulation-flocculation followed by sedimentation, filtration and disinfection(chlorine)
  • 17. Economics of different levels of treatments Particulars Primary treatment system Primary + ultra filtration system Primary + ultra filtration system + reverse osmosis Capital cost (Rs lakhs) 30.0 90.64 145 Annualized capital cost (@15% p.a. interest & depreciation 5,79 18.06 26.69 Operation and maintenance cost (lakhs/annum) 5.88 7.04 12.63 Annual burden (Annualized cost +O&M cost) Rs. Lakhs 11.85 27.1 42.5 Treatment cost Rs./kl (Without interest and depreciation) 34.08 52.40 73.22
  • 18. An Inconvenient Truth • Natural materials have been used in water treatment since ancient times but lack of knowledge on the exact nature and mechanism by which they work has hindered their wide spread application. • As a result, they have been unable to compete with the commonly used chemicals. • In recent years there has been a resurgence of interest to use natural materials due to cost and associated health and environmental concerns of synthetic organic polymers and inorganic chemicals.
  • 19. Use of Plant Species • Natural plant extracts have been used for water purification for many centuries and Egyptians inscription afforded the earliest recorded knowledge of plant materials used for water treatment, dating back perhaps to 2000BC . • In recent years there has been considerable interest in the development of usage of natural coagulants which can be produced extracted from microorganisms, animal or plant tissues. • These coagulants should be biodegradable and are presumed to be safe for human health . • Natural coagulants produce readily biodegradable and less voluminous sludge that amounts only 20– 30% that of alum treated counterpart. • Can reduce hardness in water or wastewater with better performance and a low risk to environment. • Nowadays a number of effective coagulants have been identified of plant origin. Some of the common ones include Moringa olifiera, Solanum incunum, Ocimum sanctum, Azadirachta indica, Triticum aestivum, Phyllanthus emblica and Strychnos potatorum and others .
  • 20. Taxonomic diversity of plants used for water treatment. Family Number of Genera Percentage Number of species Percentage of species Fabaceae 10 26.3 10 25.0 Fagaceae 2 5.2 4 10.0 Malvaceae 3 7.8 3 7.5 Cactaceae 2 5.2 2 5 Cucurbitaceae 2 5.2 2 5 Euphorbiaceae 2 5.2 2 5 Poaceae 2 5.2 2 5 Other 15 families 15 39.4 15 37.5 Total 38 100 40 100
  • 21. Who are the eligible candidates? Ocimum sanctum Azardiracta indica Phyllanthus emblicaTriticum aestivum Solanum incunum Strychnospotatorum Carica papaya Moringa oleifera Dolichos lablab Phaselous vulgaris Opuntia ficus indica Castanea sativa
  • 22. Cicer arientinum Q.rubra Coccinia indica Phoenix Azadirachta indica Aloe barbadensis Citrus aurantifoliaJatropha curcas Luffa cylinderca
  • 23. Hibiscus sabdarifa Cuminum cyminumTrigonella foenum graecum Strychnos potatorum Mangifera indica Carica papaya Vigna unguiculata Parkinsonia aculeata Garciniakola Heckel
  • 24. Many more in the list Quercus robur Senna alata Aesculus hyppocast annum
  • 25. Plant parts used Most of these extracts are derived from the seeds, leaves, pieces of bark or sap, roots and fruit extracts of trees. Protein is reported to be the main component responsible for coagulation-flocculation process. A polyelectrolyte: active ingredient responsible for coagulation activity. High cationic charge density, long polymer chains, bridging of aggregates, and precipitationBioactive constituents: Pterygospermin (C22H18N2O2S2:), an unstable substance with low melting point Benzyl isothiocyanate, Glucosinolate
  • 26. How it works? The coagulation mechanism was reported to be through charge neutralization ,adsorption and bridging. In coagulation and disinfection, a substantial number of active compounds have been isolated from various parts of plant species. Thus, isolating the active component is critical not only to understand the coagulation mechanism, but also to develop pretreatment practices for potential field implementation . Natural coagulants were more efficient in higher turbidity ranges than lower and medium turbidity waters either in artificially prepared or natural turbid raw water including surface and ground water.
  • 27. Of the large number of plant materials that have been used over the years, Moringa oleifera have been shown to be one of the most effective crop species for water treatment
  • 28. Moringa oleifera –Multipurpose tree-Model plant It has been widely used for many purposes, including water purification by activated carbon from its seed husks M. oleifera seeds contain coagulant molecules such as proteins which showed good flocculating effects .A protein extracted from M. oleifera seed has demonstrated its effectiveness in wastewater systems removing 99% of suspended solids without changing the pH of the water. Heavy metal removal such as Cd(II), Cr(III) and Ni(II) . nutrition sources, medicinal purposes ,antibacterial agents M. oleifera seed coagulant was able to significantly improve the clarification of highly turbid river water, showing a high reduction in its turbidity Protein in the M. oleifera seed is a natural product, which can reduce hardness in water
  • 30. Chemical composition of crude powder of Moringa
  • 31. Average seed kernel yield of a mature plant:3 kg One tree can treat 30,000 ltrs(@ 100 mg/l) For 1 ha plantation with 3 m spacing yield :3000 kg which can treat 30,000 m3 water= A treatment plant 10 m 3 hr-1 with 8 hrs a day for a full year Simple Statistics Thumbs rule
  • 32. Purification of natural coagulants • The limitation of natural coagulants and disinfectants include organic load and residual (storage). • Therefore, Purification of natural coagulants is vital in order to reduce organic load and helps to use in a large scale because of the fact that the crude extract is not generally suitable for large water supply systems where the hydraulic residence time is very high and this is indicated in the result of who reported coagulation efficiency decreased as storage duration increased. • Another disadvantage of natural coagulants is its efficacy only for highly turbid water. • Therefore, active agents should be purified and characterized using different techniques, namely dialysis, ultrafiltration, lyophilisation, ion-exchange, chemical precipitation, SDS-PAGE and electro phoresis. • Isolating the active component is critical not only to understand the coagulation mechanism, but also to develop pretreatment practices for potential field implementation .
  • 33. • Natural coagulants produce less sludge volume compared with Alum and they require no pH adjustment..Considerable savings in chemicals and sludge handling cost may be achieved. • They are great interest for low or zero net costl water treatment and help to provide pure water for developing countries who hardly get pure water and an additional benefit of using coagulants derived from natural products, is that a number of useful products may be extracted from the seed. • In particular, edible and other useful oils may be extracted before the coagulant is fractionated. Residual solids may be used as animal feed and fertilizer, while the shell of the seed may be activated and used as an adsorbent. • Usage of natural products also reduces the formation of disinfectants that deteriorate human health and their byproducts are organic and biodegradable and reduced risk of handling.
  • 34. Some of our result
  • 35. Physio- Chemical Analysis of Sewage Waste Water S. No Parameter Before treatment After treatment(M.o) After treatment(Alum) After treatment(M.o+Alum) 50mg/l 100mg/l 150mg/l 50m/l 100mg/l 150mg/ l 50mg/l 100mg/l 150mg/l 1. pH 4.5 7.93 7.8 7.7 7.53 7.13 7.13 7.3 7.1 7.3 2. EC 961.5 430.5 431 434 417.5 435.5 449.5 427.5 444.5 442.5 3. TDS 640.16 286.71 287.04 289.04 278.05 290.04 299.36 284.71 296.03 294.70 4. Hardness 22.5 10.04 10.68 10.56 11.2 10.82 10.44 10.52 10.72 10.64 5. DO 3.5 6.1 6.65 6.55 6.8 8 8.2 7.5 7.6 7.75 6. COD 238.4 236.8 255.2 234.4 241.28 228.8 233.6 236.8 248.8 223.2 7. Sodium 365.66 265.95 270.35 278.56 354.65 408.45 457.35 313.1 345 391.15 8. Potassium 48.33 23 24.35 27.35 54.75 74.50 90.60 38.8 50.35 67.80
  • 36. Physio – Chemical Analysis of Saree Dyeing Waste Water S.No Parameter Before treatment After treatment(M.o) After treatment(Alum) After treatment(M.o+Alum) 50mg/l 100mg/l 150mg /l 50m /l 100mg/l 150mg/l 50mg/ l 100mg /l 150mg /l 1. pH 7.3 8.1 7.83 8.0 7.90 7.80 7.60 7.80 7.70 7.73 2. EC 1378 1363.5 1516.5 1364.5 1361 1407 1426 1415 1394.33 1403 3. TDS 923.48 913.54 1016.05 1140.76 911.87 942.69 955.42 948.05 934.31 939.86 4. Hardness 328.33 258 278 257 237 217 248 273 246 243 5. DO 3.2 10.73 10.73 11 11.90 11.23 11.83 12.23 12.43 11.35 6. COD 259.2 134.4 127.2 112 127.2 107.42 105.6 117.6 117.6 108.8 7. Sodium 404.3 405.25 414.85 410.35 423.7 435.75 451.60 423.15 427.15 433.30 8. Potassium 4.5 4.7 4.93 5.13 7.83 11.73 7.40 7.13 8.23 9.93
  • 37. S.No` Parameters Before treatment After treatment (M.oleifera) After treatment(Alum) After treatment(M.Oleifera+ Alum) 50mg/l 100mg/l 150mg/l 50mg/l 100mg/l 150mg/l 50mg/l 100mg/l 150mg/l 1. pH 5.4 7.13 9.60 9.93 9.73 9.40 9.03 9.70 9.53 8.40 2. EC 10.96 8.75 7.58 7.72 7.66 7.79 7.82 7.74 7.71 9.06 3. TDS 7.29 5.82 5.07 5.14 5.10 5.18 5.20 5.15 5.13 6.02 4. Hardness 119 72 62 62 59 62 61 61 59 61 5. DO 2.53 2.75 3.20 3.50 3.33 3.20 4.05 3.75 3.50 4.05 6. COD 278.40 228 218.60 215.20 130.40 135.21 134.40 122.40 132.80 98.40 7. Sodium 1557 1286 1102.33 1111 1175.33 1229.33 1267 1148.33 1186.33 1366.33 8. Potassium 341.25 285.6 20.77 26.32 51.07 108.40 137.85 43.93 72.65 93.45 Physio – Chemical Analysis of Carpet Waste Water Before and After treatment
  • 39.
  • 40. What extra is needed? • Active agent of indigenous plants which mediates turbidity and microbial removal mechanism that should be investigated in detail • Moreover, different simple purifying mechanisms should be investigated in order to reduce organic load and recontamination. It is particularly important that such trials be applied at small scale (household) level and scalability of this technology should be investigated. • For instance they increase organic load in the water which tend restablization to occur. • In addition water treated with natural coagulants was reported only used for 24 hours and inefficiency of treating low turbid water (<50 NTU)is another problem. • However, toxicological test of natural coagulants and disinfectants is also crucial before implementing the laboratory result to the field. • In addition, comprehensive cost effectiveness and cost benefit analyses will also be crucial to be made in order to see the affordability of natural coagulants and disinfectants to the poor community living in developing countries.
  • 41. Final submission India is facing daunting challenges in water sector due to the demands of a rapidly industrializing economy and urbanizing society. When potential for augmenting supply is limited and water tables are falling, water quality issues have increasingly come to the fore. Inventory of indigenous knowledge and plants used by local wisdom for water purification technologies is an unexplored area with huge unrealized potential. Plants identified were Moringa oleifera, Jatropha curcas, Pleurotus tuberregium, Citruss aurontifolia, Strynos potatorium with their potentials as coagulants with respect to turbidity removal and disinfection of water borne diseases vis-a vis the pitfalls of chemical coagulants and disinfectants . Biocoagulants are as efficient as Alum is purifying water and wastewater at low cost. The need to further develop biocoagulants as green treatment alternative for global water management admist growing global water crises .
  • 42. Acknowledgement Banaras Hindu University MSc Students: Dharmendra,Mahesh,Lokesh, Samarth, Shivaranjani, Papihara Prof.Asit K. Biswas