- Open Access
- Total Downloads : 0
- Authors : S. Haripriya, Israck Ahamed
- Paper ID : IJERTCONV6IS14007
- Volume & Issue : Confcall – 2018 (Volume 06 – Issue 14)
- Published (First Online): 05-01-2019
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
Decolourisation of Tannery Effluent by Electrochemical Oxidation
Decolourisation of Tannery Effluent by Electrochemical Oxidation
S. Haripriya*1
Assistant Professor,
Care Group of Institutions, Tiruchirappalli Tamil Nadu, India
Israck Ahamed2
Civil Engineering Department,
Care Group of Institutions, Tiruchirappalli Tamil Nadu, India
Abstract Tannery effluents are of large-scale environmental concern because they colour and diminish the quality of water bodies into which they are released. The wastewater is highly coloured and viscous due to dyestuff and suspended solids respectively. Sodium is the only major cation due to high consumption of sodium salts in processing units, chloride is the major anion found in the wastewater, the concentrations of bicarbonate, and sulphate and nitrate are also high. Electrochemical oxidation for a tannery wastewater collected from Common Effluent Treatment Plant investigated using Palladium based triple oxide coated Titanium as an anode and Stainless Steel as a Cathode. Several batch experiments run in a laboratory-scale and characteristics were analyzed at different time intervals, for a total period of 180 min. The results were reported in terms of percentage removal of Chemical Oxygen Demand (COD), Colour, pH, Total Dissolved Solids (TDS), Electrical conductivity, Chlorides and Sulphates for current density of 20V and different pH. For the pH and Contact time decolourised the Secondary Treated Effluent and RO rejects and Other Pollutants also get reduced.
-
INTRODUCTION
The waste water discharged from industries such as textile, leather, dye manufacturing units have been of a major environment concern for many years, due to its refractory nature colour, toxicity and high level of COD and BOD. Tannery industries use a large number of chemicals (i.e., natural and synthetic tanning agents, surfactants, salts, etc.) for the treatment of skins and consequently produce large quantities of effluents which have to be purified before being discharged into the environment. Since tannery wastewater contains both organic compounds, mainly tannins that are polyphenol molecules and inorganic compounds such as ammonia, sulphides, and chlorides the combination of physicochemical primary treatments (e.g., coagulation, flocculation, sedimentation, or precipitation) and secondary biological processes do not always meet the legal limits for waste discharge. During process of retanning, dyeing, and fat-liquoring to impart special properties to the leather, increase penetration of tanning solution, replenish oils in the hides, and impart colour to the leather and its effluents are BOD, COD, chromium, Vegetable Tans, Syntans, Dyes, Fat.The establishment and enforcement of limits for the discharge and disposal of toxic and hazardous materials has required the development of advanced technologies to effectively treat a variety of gaseous and liquid effluents, solid waste and sludge. Conventionally effluents containing organics are treated with adsorption, biological oxidation, coagulation, etc. Though the conventional methods have individual advantages, they are
lacking of effectiveness if applied individually. Due to the large variability of the composition of tannery wastewater, most of the traditional methods are becoming inadequate. As environmental regulations become stringent, new and novel processes for efficient treatment of various kinds of wastewater at relatively 2 low operating cost are needed. In this context, researchers are trying various alternative processes, such as electrochemical technique, wet oxidation, ionization, photo catalytic method for the degradation of organic compounds. Among these advanced oxidation processes, the electro chemical treatment has been receiving greater attention in recent years due to its unique features, such as versatility, energy efficiency, automation and cost effectiveness.
The electrochemical technique offers high removal efficiencies and has lower temperature requirements compared to non-electrochemical treatment. The mechanism of electrochemical oxidation of wastewater is a complex phenomenon involving coupling of electron transfer reaction with a dissociate chemisorption step. Basically, two different processes occur at the anode. On anode having high electro-catalytic activity, oxidation occurs at the electrode surface (direct electrolysis); on metal oxide electrode, oxidation occurs via surface mediator on the anodic surface, where they are generated continuously (indirect electrolysis). In direct electrolysis, the rate of oxidation depends on electrode activity, pollutants diffusion rate and current density. On the other hand, temperature, pH and diffusion rate of generated oxidants determine the rate of oxidation in indirect electrolysis.
-
METHODOLOGY
The decolourisation studies conducted at the Unit Operations and Process Engineering Laboratory of the Centre for Environmental Studies, Anna University. Secondary treated tannery effluent and RO rejects from the Tannery Common Effluent Treatment Plant at Pallavaram used for the studies. First step was to collect the samples of secondary treated effluent and RO rejects from the CETP for characterization. Immediately after collection, the sample preserved and analyzed for Colour, pH, TDS, Electrical conductivity, BOD, COD, Chlorides and Sulphates in the Analytical laboratory of Centre for Environmental studies, Anna University.
-
Methodology for Effluent Characterisation
Colour Spectrometry in the visible region was used as the method for measurement of colour. This method of
colour measurement involves in measurement of absorbance at wavelengths of 436 nm, 525 nm and 620 nm, in the case of tannery effluents. The measurements are expressed as absorption coefficient. Colour measurements were made at
a temperature of 27C and a path of 1 cm.
For Secondary effluent and RO reject solution the
calibration curves plotted by measuring absorbance of the solutions with known concentrations at the wavelengths of maximum absorption. The absorbance spectrum was recorded using UV-VIS Spectrophotometer. It observed during initial studies that the variation of pH has no significant effect on absorbance; all the colour measurements are done at the original pH of the solution. pH measurements are done using digital pH meter. Conductivity was measured by using digital conductivity meter. And the COD was determined by the waste water analysis standards.
-
Experimental Setup and Procedure
The material use for the Electrochemical Oxidation studies included the bench scale parallel plate single compartment type batch reactor with Palladium based triple oxide coated titanium metal dimensionally stable anode and stainless steel cathode, DC regulated power supply, magnetic stirrer, thermometer and stop watch.
Figure 1 Experimental setup for Electrochemical Oxidation and setup.
A glass beaker of 500mL capacity with 85mm diameter and 120mm depth used as the reactor. Simple parallel plate electrode system was adopted for the study. 500mL waste water effluents to use in each experiment. The electrodes are 100mm long, 20mm wide and 1.5mm thick. The electrodes were fixed with a PVC base and immersed in the reactor to a depth of 75mm so that the wet area of each electrode is 2 x 2 x 7.5 = 30 cm². The spacing between the electrodes are 10mm, throughout the study. The anode electrode was connecting to the positive terminal and the cathode to the negative terminal of the DC power supply of capacity 0 2A. The reactor contents were mixed using a magetic stirrer. The conductivity of water waste effluent was raised to 45,000 µS / cm by adding NaCl (20,000 mg / L) and Na2CO3 (10,000 mg / L).
500mL of sample was filled in the reactor. The pH was adjusted as required. The magnetic stirrer, DC power supply and stopwatch was switched on and the residual colours at the specified time intervals measured. The studies were repeated for various pH at a current of 2A, during decolourisation by electrochemical oxidation treatment to determine COD reduction also.
First characterisation of the secondary treated and RO rejects of tannery effluent from pallavaram CETP carried out. And pH was adjusted as to various ranges like 6, 7 and 8 and the magnetic stirrer was used to stir the sample for electrochemical oxidation treatment. 10V, 20V and 30V current was applied to the reactor to maintain the oxidation reaction and reaction time taken as 2, 10, 15, 30, 60, 120,
150, 180, 210 and 240mins. During the electrochemical oxidation treatment, the water waste get mineralised and decolourisation of the sample will follow. Then the performance measurements are analysed for the parameters of colour, pH, TDS, BOD, COD, Electrical conductivity, chlorides and Sulphates. Tannery effluent were analysed for Colour, pH, Conductivity, TDS, BOD, COD, Chlorides and Sulphates.
Table 1 Tannery effluent parameters and its method / instruments
used.
S.No
Parameter
Analysing Method
1.
Colour
Spectrophotometry
2.
pH
Using pH meter
3.
Electrical Conductivity
Using conductivity meter
4.
TDS
Oven drying method
5.
BOD, COD, Chlorides
Titrimetry
6.
Sulphates
Spectrophotometry
-
RESULTS AND DISCUSSION
-
Characteristics of Secondary Effluent and RO reject from CETP
The secondary treated effluents and RO rejects characteristics are analysed, and their results are shown in the table 2
Table 2 Characteristics of Secondary Treated Effluent and RO Reject
S.No
Parameters
Secondary treated effluent Initial Average values
RO Reject Initial Average values
1.
colour
436 nm
1.239
1.939
525 nm
0.891
1.867
620 nm
0.624
1.827
2.
pH
7.45
8.2
3.
EC (µs/cm)
11.19
32.5
4.
TDS (mg / L)
6000
24000
5.
BOD (mg / L)
81
214
6.
COD (mg / L)
1476
3085
7.
Sulphates (mg / L)
3160
7912
8.
Chlorides (mg / L)
1049
3347
Secondary treated effluent and Reverse Osmosis Reject Samples are collected four times from Pallavaram CETP. And their Characteristics were analysed and Average values are calculated. Ground water is used in tannery cleaning process so that the Chlorides value is lower compare with Sulphate value.
-
Electrochemical Oxidation of Secondary Treated Effluent
Decolourisation of secondary treated effluent treated by electrochemical oxidation process for 10V, 20V and 30V at pH 7 and pH 6 with different time intervals.
100
80
60
40
20
0
120
100
80
60
40
20
0
2
10
30
60
2 10 15
30 60 210
Time (mins)
436 nm 525 nm 620 nm
Removal % of Colour
24
17
11
25
21
15
50
43
29
51
60
54
65
76
71
85
87
88
Removal % of Colour
64
54
50
68
59
56
72
63
61
73
66
62
97
98
98
Figure 2 Effect of Contact time on Colour removal efficiency
Infer from the treated effluent Colour was 87% removed after 210mins and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. In this process taken a time interval of Electrochemical oxidation process is 2mins, 10mins, 15mins, 30mins, 60mins and 210mins and the Current density is 10V. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 8.8%, 30%, 62%, 85%, 33% and 22% respectively. The effect of pH on the decolourisation percentage of secondary treated tannery effluent during the electrochemical oxidation for different time intervals with a current density 10V is presented.
100
436 nm
620 nm
15
Time (mins)
525 nm
Figure 4 Effect of Contact time on Colour removal efficiency
Infer from the treatment process Colour was 91% removed after 60mins and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. In this process taken a time interval of Electrochemical oxidation process is 2mins, 10mins, 15mins, 30mins, 60mins and the Current density is 30V. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 10.6%, 30%, 47%, 91%, 62% and 57% respectively. The effect of pH on the decolourisation percentage of secondary treated tannery effluent during the electrochemical oxidation for different time intervals with a current density 20V and 30V.
80
60
40 31 32 33
20
0
20
16
11
25
21
15
51
43
54
77
75
37 36 37
Removal % of Colour
65
60
87
85
87
88
78 81 83
84 87 85
100
90
80
70
60
50
40
30
20
10
0
Removal % of Colour
87 90 91
29
2 10 15 30 60
Time (mins)
436 nm 525 nm 620 nm
Figure 3 Effect of Contact time on Colour removal efficiency
Colour was 91% removed after 60mins and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. In this process taken a time interval of Electrochemical oxidation process is 2mins, 10mins, 15mins, 30mins, 60mins and the Current density is 20V. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 7.9%, 33%, 63%, 92%, 31%
and 29% respectively.
2
10
15
30
60
210
Time (mins)
436 nm 525 nm 620 nm
Figure 5 Effect of Contact time on Colour removal efficiency
From this pH decreases gives the decolourisation efficiency range of 88% at 240mins with 10V in secondary treated effluent. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 13.6%, 28%, 57%, 92%, 49% and 13% respectively. The effect of pH on the decolourisation percentage of secondary treated tannery effluent during the electrochemical oxidation process for different time intervals with a current density 10V.
120
Removal % of Colour
100
80
60
40
20
0
18 18 11
67
5551
858084
95 9697
99 98 99
2 10 15 30 60
Time (mins)
436 nm 525 nm 620 nm
Figure 6 Effect of Contact time on Colour removal efficiency
From treated effluent gives decolourisation efficiency range of 99% at 120mins with 20V in secondary treated effluent. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 22.4%, 33%, 55%, 89%, 58% and 14% respectively.
120
Removal % of Colour
98 99
Figure 8 Raw and decolourised secondary treated effluent
-
Electrochemical Oxidation of Reverse Osmosis Reject
Decolourisation of reverse osmosis reject treated by electrochemical oxidation process for 10V, 20V and 30V at pH 8 and pH 7 with different time intervals and its characteristics are characterised.
The effect of pH 8 on the decolourisation of Reverse Osmosis reject during the electrochemical oxidation with different time interval with different current density of
100
80
96
78 77 81 75
10V, 20V and 30V.
67 72
60 56 53
40
20
0
59 57
6868
71 70 73
120
Removal % of Colour
100
80
60
40
3336
46
39 44
98 99
94
2 10 15 30 60 120
16 20
19 23
21 25 27
Time (mins)
436 nm 525 nm 620 nm
Figure 7 Effect of Contact time on Colour removal efficiency
From treated effluent gives the decolourisation efficiency range of 99% at 60mins with 30V in secondary treated effluent. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 12%, 28%, 48%, 87%, 55% and 13% respectively. The effect of pH on the decolourisation percentage of secondary treated tannery effluent during the electrochemical oxidation process for different time intervals with a current density 20V and 30V
The result shows that the optimum efficiency of colour removal is 99% for time interval of 60mins with current density is 30V at pH 6. The rate of Colour removal increases with increases the current density and decreases the pH range. Figure 8 gives the raw and decolourised secondary treated effluent.
20 12 12 17
0
2 10 15 30 60 150
Time (mins)
436 nm 525 nm 620 nm
Figure 9 Effect of Contact time on Colour removal efficiency
Infer from the treated effluent gives Colour was 99% removed after 150mins and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. In this process taken a time interval of Electrochemical oxidation process is 2mins, 10mins, 15mins, 30mins, 60mins and 210mins and the Current density is 10V. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 5.8%, 6%, 38%, 84%, 40% and 68% respectively. The effect of pH on the decolourisation percentage of RO reject during the electrochemical oxidation for different time intervals with a current density 10V.
9397 99
80
60
40
Time (mins)
436 nm 525 nm 620 nm
Time (mins)
436 nm 525 nm 620 nm
120
100
30
3134
22
24
20
27 27
22
11
15 17
1620
3.6 7
0
2 10 15 30
60 180
Removal % of Colour
Figure 10 Effect of Contact time on Colour removal efficiency
From treated effluent Colour was 99% removed after 60mins with the Current density 20V and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 13%, 13%, 74%, 87%, 21% and 21% respectively.
120
100
92
94 95 98
80
67
60
49
40
34
20
11
21
15
23
13
18
29 27 27
1620
0
2
10
15
30 60 150
Removal % of Colour
Figure 12 Effect of Contact time on Colour removal efficiency
From this pH decreases from 8 to 7 gives the decolourisation efficiency range of 98% at 120mins with 20V in RO reject. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 5%, 17.5%, 32%, 87%, 26% and 46% respectively.
120
Removal % of Colour
120
100
80
60
40
20
0
94 98 99
36
12 17 21
23
15 19
28 33
10
14 18
2 10 15 30 60
Removal % of Colour
100
80
60
40
20
0
13 17
6 9 7 12
1014 17
2629
21
3740
33
93 97 98
Time (mins)
436 nm 525 nm 620 nm
Figure 11 Effect of Contact time on Colour removal efficiency
Infer from treated effluent Colour was 99% removed after 60mins with the current density 30V and the other parameters like EC, TDS, BOD, COD, Sulphates and Chlorides also reduced. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 11.7%, 7%, 55%, 81%, 31% and 41% respectively. The effect of pH on the decolourisation percentage of RO Reject during the electrochemical oxidation for different time intervals with a current density 20V and 30V.
From this pH decreases gives the decolourisation efficiency range of 98% at 150mins with 10V in RO Reject. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 6%, 6.2%, 39%, 74%, 32% and 65% respectively. The effect of pH on the decolourisation percentage of RO reject during the electrochemical oxidation for different time intervals with a current density 10V.
2 10 15 30 60 150
Time (mins)
436 nm 525 nm 620 nm
120
100
80
60
Removal % of Colour
Figure 13 Effect of Contact time on Colour removal efficiency
99
94 96
40
20 13 17
0
2
37 38 39
18
18
23 20
2324 28
10
15
30
60
Time (mins)
436 nm 525 nm 620 nm
Figure 14 Effect of Contact time on Colour removal efficiency
From this pH decreases gives the decolourisation efficiency range of 99% at 60mins with 30V in RO reject. The effective Percentage removal of EC, TDS, BOD, COD, sulphates and chlorides were 9.8%, 8%, 66%, 82%, 32% and
67% respectively. The effect of pH on the decolourisation percentage of RO reject during the electrochemical oxidation for different time intervals with a current density 20V and 30V.
The result shows that the optimum efficiency of colour removal is 99% for time interval of 60mins with current density is 30V. The rate of Colour removal increases with increases the current density and decreases the pH range. Figure 15 gives the raw and decolourised Reverse Osmosis Reject.
Figure 15 Raw and decolourised Reverse Osmosis Reject
Effect of Contact Time
Experiments were carried out to evaluate the influence of contact time on removal efficiency of Colour. The contact times 2, 10, 15, 30, 60, 120, 150 and 180, 210, 240mins were considered for study. Based on the observations the following inferences have been drawn between the colour removal efficiency and contact time. Maximum removal efficiency for steady contact time of 30mins and minimum removal efficiency contact time of 2mins has been recorded. Same trends have been observed for all conditions of experimentation carried out.
Effect Of Voltage
The effect of voltage on Colour removal efficiency has been studied in the present experiment. 10, 20 and 30V were considered for the study. The following inferences were 1) the linear increase in Colour removal efficiency with increase in voltage. 2) Minimum and maximum removal efficiency has been observed at voltage of 10V and 30V respectively. 3) The similar trends have been observed from the observations of all conditions of experimentation. . Figure 4.15 & 4.16 gives removal of other parameters like
BOD, COD, TDS, Chlorides and Sulphates at pH 6 and 7 with current density of 30V for Secondary treated effluent and Reverse Osmosis reject.
Effect of pH
pH viz,. 6 and 7 were considered for the study to evaluate the effect of pH on the Colour removal efficiency. Based on the observations, the following inferences were 1) pH has the direct influence on the Colour removal efficiency. 2) The removal efficiency for the pH 6 is significantly more than that of pH 7 for Secondary treated effluent and the removal efficiency for the pH 7 is significantly more than that of pH 8 for RO reject same trend was continued in all the conditions of experimentation.
Removal Effieciency of COD
COD decreases with increasing electrolysis time. The trend of COD reduction with electrolysis time vary for the current densities of 10V, 20V and 30V adopted in the present investigation. Also rate of COD reduction increases with decreasing pH ranges. COD reduction for different pH ranges varying like 6, 7 and 8. Optimum COD reduction increased a minimum pH range of 6.
Removal Efficiency of TDS
The results of experimentation carried out for tannery water waste using two electrodes. TDS removal efficiency increases with increase in contact time and decrease in pH.
TDS mainly contain various minerals in the water but does not include gas and colloidal material. The presence of solid particles is effective in electrical conductivity and is directly associated with specific conductivity, but this relationship is not linear. Thus TDS can be measured faster by using the conduct metery devices, evaporation and distillation techniques, electro gravimetery, ion exchange and reverse osmosis methods can be used for removing particles from solution. In this study the effect of the electrochemical process on removal of particles from the water soluble of effluent of reduced resin were investigated. As it can be seen in figure 15, this process had no significant effect on the removed of TDS. The maximum reduction was about 28% and 8% for secondary treated effluent and RO reject which is related to the time of 60mins and 60mins and pH range 7 and 6. In the voltage of 30 V, as previously mentioned, because the effluent samples boil, some water evaporated from effluent samples, thus by increasing the time (from 2 to 30mins), the concentration of dissolved solids is increased too (Solomon et al. 2014).
-
-
CONCLUSION
-
The percentage of colour removal efficiency calculated for different nm like 436nm, 525nm and 620nm. The highest removal efficiency of colour 99 % for optimum conditions of variables viz,. pH = 6 and contact time at 60mins at 30V have been recorded for Secondary Treated effluent.
The highest removal efficiency of 99 % for optimum conditions of variables viz,. pH = 7 and contact time at 60mins have been recorded for Reverse Osmosis Reject.
The effective percentage removal of TDS, BOD, COD, Chlorides and Sulphates were 28%, 48%, 87%, 13% and 55% respectively for Secondary Treated effluent.
The effective percentage removal of TDS, BOD, COD, Chlorides and Sulphates were 8%, 66%, 82%, 67% and 32% respectively for RO reject.
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