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Ashraful Islam
Department of Textile Engineering, Southeast University, Banani, Dhaka 1213

Arun Kanti Guha*
Department of Textile Engineering, Southeast University, Banani, Dhaka 1213

The pH of Textile effluent is generally high because of use of many alkaline substances in Textile processing. The total dissolved solids (TDS) are those solids remain as soluble form in Textile effluent. There are several methods available for removal of TDS and color from Textile effluent such as, ion exchange, coagulation and flocculation, biological decolorization, adsorption etc. Among all these methods adsorption is still a procedure of choice for TDS and color removal. Several naturally occurring aquatic/non aquatic plants have been used in this work as adsorbents. These were water hyacinth, water lily and bark of plantain plant (banana). All of three plants could be useful for adsorption of pollutants but considering all experimental results the remarkable result was achieved in case of adsorption of pollutants on plantain plant (banana) bark from inlet effluent of Echotex Ltd; Chandra, Gazipur, Bangladesh. Both the pH and TDS removal obtained in this case, pH values were 7.3 (before treatment) and 6.5 (after treatment) and TDS values were 2700 mg/L (before treatment) and 2600 mg/L (after treatment). Different combinations of coagulants were also used for color removal and sludge separation. The best color removal and sludge separation were obtained in case of FeSO4 + CaO. 

  pH, Color, TDS, Removal, Textile Effluent, Coagulation, Adsorption
  Department of Textile Engineering, Southeast University, Banani, Dhaka 1213
  
  
  Resource Development and Management
  Efluent, Plant

In this paper, two methods have been applied to reduce pH, TDS and dyestuffs (color) from Textile effluent. Firstly, the effluents have been treated with some aquatic and non aquatic plants and those were Water Lilies (Nymphaea nouchali), Water Hyacinth (Eichornia crassipes), Plantain Plant (Banana) (Musa sapientum). Secondly, varieties in coagulants such as, FeSO4 + CaO, K2SO4.Al2(SO4)3.24H2O + CaO, FeCl3 + CaO, FeSO4 + K2SO4.Al2(SO4)3.24H2O + CaO, FeSO4 + FeCl3 + CaO, FeCl3 + K2SO4.Al2(SO4)3.24H2O + CaO and FeSO4 + K2SO4.Al2(SO4)3.24H2O + FeCl3 + CaO. have been used to treat effluent.

2.1. Effluent and Plant Collection The inlet and outlet Textile effluents were collected from the ETP of Echotex Ltd. located at Chandra Polli Biddut, Kaliakoir, Gazipur, Bangladesh. The inlet effluent was collected from the equalization tank of the ETP.

2.2. Chemicals and Testing Instruments For Jar Test of coagulation experiments, AR grade coagulants have been used and those were ferrous sulfate (FeSO4), potash alum (K2SO4.Al2(SO4)3.24H2O), ferric chloride (FeCl3) and calcium oxide (CaO). Following pocket-sized meters were used to measure pH and TDS. Specifications of the TDS meter: Pocket-Sized TDS Meter, Range: 100 / 1000 ppm, Model: HI 96302, Manufacturing Company: Hanna Instruments, Country of Origin: Italy. Calibration process: The TDS meter has been calibrated by a standard solution (1382 mg/L) as per operation manual of the manufacturer. Specifications of the pH meter: Pocket Sized pH Meter, Model: HI 96107, Manufacturing Company: Hanna Instruments, Country of Origin: Italy. Calibration process: The pH meter has been calibrated by three buffer solutions (pH = 7, pH = 4 and pH = 10) as per suggested method in operation manual of manufacturer.

2.3. Experimental Procedure for Treatment of Effluents with Aquatic/non Aquatic Plants At first the color, odor, TDS and pH values of the collected inlet and outlet effluents were measured. 50 mg of each plant was chopped into small pieces and easily immersed into the conical flask or beaker separately. The inlet[Figure 3(a)] and outlet effluents[Figure 3(b)] were taken in three conical flasks and three beakers respectively. Each of the conical flask or beaker contained 300 mL effluent sample. 

Each of the conical flask and beaker was specified by an individual sample number (S-1 - S-6), after that the chopped plants were immersed in different conical flasks (containing inlet effluents) and beakers (containing outlet effluents) and shaken gently to mix-up with the effluent well. The contents of various samples were as follows. S-1: 300 mL inlet effluent + 50 mg of Water Hyacinth (Eichornia crassipes). S-2: 300 mL inlet effluent + 50 mg of Plantain Plant (Banana) Bark (Musa sapientum)[Figure 4(a)]. S-3: 300 mL inlet effluent + 50 mg of Water Lilies (Nymphaea nouchali). S-4: 300 mL outlet effluent + 50 mg of Water Hyacinth (Eichornia crassipes)[Figure 4(b)]. S-5: 300 mL outlet effluent + 50 mg of Plantain Plant Bark (Banana Tree Bark) (Musa sapientum)[Figure 4(c)]. S-6: 300 mL outlet effluent + 50 mg of Water Lilies (Nymphaea nouchali).

These samples were kept in the laboratory for 48 hours at room temperature for adsorption of pollutants on plants. After 48 hours, the samples were observed very carefully to detect the change of color, odor, TDS and pH of the treated effluents.

2.4. Experimental Procedure with Different Types of Coagulants (Jar Test) For Jar test seven types of coagulants were prepared for treating the inlet effluent which was collected in different vessels and marked with different sample numbers (S-1(a), S-2(b), S-3(c), S-4(d), S-5(e), S-6(f) and S-7(g)). The contents of the samples are given below.

S-1(a): 300 mL inlet effluent + 30 g FeSO4 + 10 g CaO + 100 mL tap water. S-2(b): 300 mL inlet effluent + 30 g K2SO4, Al2(SO4)324H2O + 10 g CaO + 100 mL tap water. S-3(c): 300 mL inlet effluent + 30 g FeCl3 + 10 g CaO + 100mL tap water. S-4(d): 300 mL inlet effluent + (15 g FeSO4 + 15 g K2SO4.Al2(SO4)324H2O) + 10 g CaO + 100 mL tap water. S-5(e): 300 mL inlet effluent + (15 g FeSO4 + 15 g FeCl3) + 10 g CaO + 100 mL tap water. S-6(f): 300 mL inlet effluent + (15 g FeCl3 + 15 g K2SO4.Al2(SO4)3 24H2O) + 10 g CaO + 100 mL tap water. S-7(g): 300 mL inlet effluent + (10 g FeSO4 +10 g K2SO4.Al2(SO4)3 24H2O+10 g FeCl3) + 10 g CaO + 100 mL tap water. The initial observations were recorded just after addition of various coagulants and final observations were recorded after two hours of coagulant addition. 

  Resources and Environment 2013, 3(5): 101-114
  DOI: 10.5923/j.re.20130305.01
Funding Source:
1.   Budget:  
  

This paper includes two parts. In part, method for pH, TDS and color (dye stuff) removal by using aquatic/non aquatic plants has been developed and in part, different combinations of coagulants treated for achievement of better coagulation.

In part I, three plants, water lilies (Nymphaea nouchali) [Figure 2(a)], Water Hyacinth (Eichornia crassipes)[Figure 2(b)], Plantain Plant (Banana) (Musa sapientum) [Figure 2(c)] were treated for adsorption of pollutants resulting removal of pH, TDS and color. For example in case of pH removal from inlet effluent, pH decreased 5.48% by Water Hyacinth, 10.96% by banana plant bark and 24.66% by Water Lily. All of three plants could be useful for adsorption of pollutants from Textile effluent. But considering all experimental results, removal of pH (10.96%), TDS (3.7%) and color, it could be concluded that the treatment of the bark of Plantain Plant (Banana) could be an important method in Textile effluent treatment in Bangladesh and other countries where banana plants are available and easy to cultivate. This method will be low cost compared to other methods. In part II, different types of chemical coagulants used in this work. The best result was achieved in case of a mixture of ferrous sulfate and lime. This coagulant mixture decreased a maximum pH 33.33% among all other coagulant mixtures. The color changed from dark green to olive dark with a black sludge sedimentation.

The question remains in the area that how poisoned plants would be managed. The unique solution of this problem will be generation of biogas by using poisoned plants and utilization of biogas in the captive power plant of the concerned industry.

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