5th rmutcon2014-5 er011
DESCRIPTION
The textile dyeing industry consumes large quantities of water and produces large volumes of wastewater from different processes in dyeing and finishing processes. The low-cost, easily available naturally prepared coagulants like moringa seed powder, maize seed powder, green bean powder and tamarind seed powder as an alternative to recent expensive coagulant methods for reactive dye removal has been investigated in this study. Various process parameters like pH, coagulant dose, flocculation time and also its optimization were exploited. The maximum percentage color removal was found to be 80.26, 78.30, 74.04, 72.68 and 70.53 for moringa, corn, aluminium sulphate, green bean and tamarind, respectively, at pH 9.0, coagulant dose of 30 mgL-1, flocculation time 120 min. The sludge volume index (SVI) was calculated for these parameters including process optimization. Natural coagulants were better coagulant than aluminium sulphate which corresponds to color removal and sludge volume index.TRANSCRIPT
Ecofriendly Decolorization of Textile Wastewater using Natural Coagulants.
5thRajamangala University of Technology International Conference: Technology and Innovation towards ASEAN
23-25 July 2014, Phra Nakhon Si Ayutthaya, Thailand
Assoc. Prof. Khanittha Charoenlarp and Assist. Prof. Dr. Pathumthip Prabphane
Rajamangala University of Technology Krungthep,
E-mail: [email protected]
Overview
• Objective• Wastewater treatment from textile mill• Coagulation experiments• Conclusion
Objective
• To study the ability of moringa, corn, green bean and tamarind to remove reactive and disperse dye from aqueous solutions.
• To study the optimal conditions pH, coagulant dose and contact time.
• To compare the efficiency between natural and chemical coagulants.
80 -100 •m3 of textile wastewater are generated per ton fabric
(Savin et al, 2008)
10-15% –of the unfixed dye will be discharged in textile effluent…..
•High concentration of non-biodegradable organics, suspended solids, conductivity, turbidity and intense color
•Cause serious and very harmful to the environment•Necessary to remove dyes before discharge.
•The dye’s structures are high MW and complex structures.•Conventional biological system fails to treat textile wastewater
Why is coagulation necessary?
Particles with high specific gravity
Settle under influence of gravity
Particles with low specific gravity
Do not settle under influence of gravity
Coagulation Helps in flock formation
Increase specific gravityand help them to settle
• Inorganic coagulant: such as
Aluminium sulphate (alum)
poly-aluminum chloride
Ferric Chloride.• Synthetic organic polymers:
poly-electrolytes • Natural coagulants / flocculants.
Coagulants use in water treatment
Why use Bio-coagulants?
• Potential health and environmental problems in the use of chemical coagulants.–Alzheimer’s disease–Large sludge volumes–pH alkalinity adjustment
Why use Bio-coagulants?
• Non toxic• Biodegradable• Less sludge volume• No pH alkalinity adjustment
Natural coagulantsMoringa Tamarind seed
Common bean
Mucuna seed
Nirmali seed
Materials
Seed type Dry powder Seed type Dry powder
Moringa oleifera Corn
Green bean Tamarind
Preparation of natural coagulants seed powder
Dry seedsGrinding
Dry seed powder
Sieving
Extraction of active component from seed
10 g of dry seed powder1L of 0.5 M NaCl
Fitered using Whatman no. 42
Stirred for 10 mins
Reactive dye 1 %
(blue, red, yellow)
absorbance
turbidity
pH
COD
2N NaCl 3.2 g Na2CO3
3.2 g NaOHH2O 20 L50oC 1 hr
Preparation of dyeing synthetic wastewater
30 RPM100 RPM
1 min
Upper clarified liquid
Sedimentation60 mins
Absorbance
Turbidity
pH
optimum coagulant doseoptimum pH
30 mins
Coagulation experiments
Analytical methods• All analytical methods followed the Standard
Methods (APHA 1995).
pHTurbidimeter
UV-VIS spectrophotometer Jar test
% Color removal
• % removal = [(Co-Ce)/Co] x 100• where Co and Ce (mg L−1) are the
concentrations of dye before and after adsorption
Corn
Green bean
Moringa
Tammarind
The effect of treating reactive wastewater with four difference seeds extract.
The effect of difference seeds extract and aluminum sulphate by using 30 mgL-1 concentration
Moringa Corn Green bean
Tamarind alum68
70
72
74
76
78
80
82
colo
r re
mov
al e
ffic
ien
cy (
%)
Effect of coagulant dose on dye removal
10 20 30 40 5064666870727476788082
Moringa Corn Green bean Tamarind
seed extracts concantration (mg/L)
colo
r re
mov
al e
ffic
ien
cy (
%)
Moringa
Corn
Green bean
Tammarind
Mechanism of polymer coagulation
Mohamed Bizi. 2012. Stability and flocculation of nanosilica by conventional organic polymer. Natural Science. Vol.4, No.6, 372-385http://dx.doi.org/10.4236/ns.2012.46052
Protein extracts from natural seeds have coagulant properties because of their polyelectrolytes.
It can reduces the amount of SS in the water.
Moringa Corn
Green bean Tammarind
Effect of pH on dye removal
Treated 100 mgL-1 of 250 ml of dye solution with 30 mgL-1 of seeds extract by vary pH 5-9
Effect of pH on dye removal
pH 5 pH 7 pH 965
70
75
80
85
90
Moringa Corn Green bean Tamarind
Col
or r
emov
al e
ffic
ien
cy (
%)
Effect of dye types
reactive dye disperse dye0
20
40
60
80
100
120
blue red yellow
Col
or r
emov
al e
ffic
ien
cy
(%)
The statistics with t test showed that the types of dyes affects color removal efficiency significantly.
Reactive dyeMoringa alum
Disperse dye
20 mgL-120 mgL-1 60 mgL-1 60 mgL-1
20 mgL-1 60 mgL-1
Effect of coagulation time on dye removal
30 60 90 120 150
Moringa (30mg/L) 81.58 86.45 87.55 88 87.62
Corn (30mg/L) 77.25 80.27 81.17 79.7 78.94
Green bean (20mg/L) 76.34 77.47 83.28 82 81.36
Tammarind (20mg/L) 79.21 81.28 85.62 86.64 85.96
Alum (210mg/L) 82.83 83.4 86.79 86.23 86.23
71737577798183858789
Col
or r
emov
al e
ffic
ien
cy (
%)
The performance of wastewater treatment between
each seed extracts and alum
Moringa (30mg/L)
Corn (30mg/L)
Green bean
(20mg/L)
Tamarind (20mg/L)
Alum (210 mg/L)
Moringa (30mg/L)
Corn (30mg/L)
Green bean
(20mg/L)
Tamarind (20mg/L)
Alum (210 mg/L)
color removal (%)
86.45 80.26 77.47 81.13 83.43
turbidity removal (%)
72.54 65.5 74.06 69.05 84.26
COD removal (%)
20.03 39.52 18.95 19.19 55.84
sludge content (mg/L)
34.56 34.56 14.4 12.8 655.36
5
15
25
35
45
55
65
75
85
95
50
150
250
350
450
550
650
Efficien
cy
(%
)
Slu
dg
e co
nten
t (m
L/L
)
Conclusion
• It is important to develop a bio-degradable and eco-friendly organic coagulant without secondary pollution for wastewater treatment.
• Seeds of molinga, corn, green bean and tammarind contain materials that are effective as coagulant.
Conclusion
• pH and Coagulant dose are important factors influencing the mechanism of coagulation.
• The type and chemical structure of the dyes plays an important role in the coagulation process.
Acknowledgement
• This research is supported by Rajamangala University of Technology Krugthep.
ThankYou