Studies on colour removal efficiency of textile dyeing waste water using Moringo Olifera



Similar documents
Chemistry at Work. How Chemistry is used in the Water Service

Treatment of dairy wastewater by natural coagulants

REMOVAL OF PHOSPHATE FROM WASTEWATER USING LOW-COST ADSORBENTS

GUIDELINES FOR LEACHATE CONTROL

Coagulation and Flocculation

HEXAVALENT CHROMIUM REMOVAL FROM INDUSTRIAL WATSEWATER BY CHEMICAL PRECIPITATION METHOD

Water Softening for Hardness Removal. Hardness in Water. Methods of Removing Hardness 5/1/15. WTRG18 Water Softening and Hardness

Removing Heavy Metals from Wastewater

Phosphate removal from phosphorus containing wastewater by coagulation/flocculation process using Gossypium spp. (GS) as coagulant

Enhanced Organic Precursor Removals Using Aged Filter Media Page 1. Enhanced Organic Precursor Removals Using Aged Filter Media

WISCONSIN WASTEWATER OPERATORS ASSOCIATION

Removal of Turbidity, Organic Matter, Coliform and Heterotrophic Bacteria by Coagulants Poly Aluminium Chloride from Karoon River Water in Iran

DRINKING WATER - LAB EXPERIMENTS. Coagulation and flocculation LAB EXPERIMENTS. Jartest

NUTRIENT REMOVAL FROM SECONDARY EFFLUENT BY ALUM FLOCCULATION AND LIME PRECIPITATION*

Department of Environmental Engineering

Environmental Technology March/April 1998

SYNERGISTIC APPLICATION OF ADVANCED PRIMARY AND SECONDARY WASTEWATER TREATMENT SYSTEMS

Coagulation and Flocculation in Water and Wastewater Treatment

ENE 806, Project Report 3 CHEMICAL PRECIPITATION: WATER SOFTENING. Grégoire Seyrig Wenqian Shan

Presented by Paul Krauth Utah DEQ. Salt Lake Countywide Watershed Symposium October 28-29, 2008

Development of Advanced Wastewater Treatment and Reclamation System

POTW PHOSPHORUS REMOVAL PROCESSES

CHEMICAL PRECIPITATION: WATER SOFTENING

MORINGA OLEIFERA SEEDS AS NATURAL COAGULANT FOR WATER TREATMENT


Application of Moringa Oleifera Seed Extract for Activated Sludge Thickening

International Journal of

Brewery Wastewater: 2010 Water and Wastewater Conference Page 1

The chemical components of detergents and their roles in the washing process

New Polyelectrolyte Emulsion Breaker Improves Oily Wastewater Cleanup at Lower Usage Rates

Wastewater Reuse. Typical treated wastewater is:

WATER TREATMENT IN AUCKLAND

Water Treatment. Session Objectives

Planning, Designing, Monitoring and Inspection of Wastewater Treatment Systems of Industries

A Low Cost Chemical Remediation Technology for Heavy Metals in Shipyard Stormwater. SBIR Topic N06 133

Facility Classification Standards

John D. Dyson, Manager Municipal Water Group Infilco Degremont Inc. Richmond, VA

AP ENVIRONMENTAL SCIENCE 2007 SCORING GUIDELINES

5.0 EXPERIMENT ON DETERMINATION OF TOTAL HARDNESS

Membrane Filtration Technology: Meeting Today s Water Treatment Challenges

Subject: Technical Letter 22 April 1977 Removal of Water Supply Contaminants -- Copper and Zinc

Iranian J Env Health Sci Eng, 2004, Vol.1, No.2, pp Application of Intelligent System for Water Treatment Plant Operation.

WASTE WATER TREATMENT SYSTEM (OPERATING MANUALS )

WASTEWATER TREATMENT OBJECTIVES

Effect of ph on the Size of Gold Nanoparticles

Remediation of Water-Based Drilling Fluids and Cleaning of Cuttings

ph: Measurement and Uses

Solar Photocatalytic Oxidation (PCO) Process with a Flat-plate Reactor

Nine Industrial Scale V SEPs. Feed Tank V SEP. Feed Pumps (Three) Concentrate. Tank. V SEP Treatment System

Ion Exchange Softening

Comparative Study on Natural and Commercial Coagulants: Treatment of Semiconductor Wastewater in Sludge Production and Removal of Heavy Metals

Table 1.1: Typical Characteristics of Anaerobically Digested Wastewater

Removal of Sulfate from Waste Water by Activated Carbon. Mohammed Sadeq Salman Computer Centre/ University of Baghdad

Fluoride Removal from Potable Water Supplies

CWD BALDWIN PLANT NEW RESIDUALS HANDLING SYSTEM

ATOMS. Multiple Choice Questions

Using Magnesium Hydroxide

Phosphate Recovery from Municipal Wastewater through Crystallization of Calcium Phosphate

Eco- and water efficiency development prospects in Pulp-Board integrate.

Preparation of an Alum

Environmental Water Testing: Surface Water, Groundwater, Hard Water, Wastewater, & Seawater

SODIUM CARBOXYMETHYL CELLULOSE

Phosphorus removal in low alkalinity secondary effluent using alum

DYES AND DYEING 2003 by David A. Katz. All rights reserved. Permission for classroom use provided original copyright is included.

Zeta Potential: A Complete Course in 5 Minutes

Cadmium Reduction Method Method to 30.0 mg/l NO 3 N (HR) Powder Pillows or AccuVac Ampuls

Ground Water Contamination by Leachate

Purification of Floodwater by Electrolysis

Evaluation of Alternatives to Domestic Ion Exchange Water Softeners. Mara Wiest Dr. Peter Fox Dr. Lee Wontae, HDR Tim Thomure, HDR

ION EXCHANGE RESINS INTRODUCTION

2.0 PHOSPHORUS FORMS IN RAW WASTEWATER AND IN THE EFFLUENT 4.0 CHEMICALS USED FOR PHOSPHORUS PRECIPITATION Overview of Aluminum Based Chemicals

Characterizing Beauty Salon Wastewater for the Purpose of Regulating Onsite Disposal Systems

POINT SOURCES OF POLLUTION: LOCAL EFFECTS AND IT S CONTROL Vol. II - Technologies for Water Pollution Control - Wang Jianlong

Acids, Bases, and ph

Chapter 6. Solution, Acids and Bases

How To Remove Ammonium From Water

ION EXCHANGE FOR DUMMIES. An introduction

COMPANY PROFILE. AES Company, Head Quarter

Water Water Treatment Plant Tour

CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES

NAJAFGARH DRAIN-SAMPLING AND ANALYSIS

Chemistry Diagnostic Questions

Experiment #10: Liquids, Liquid Mixtures and Solutions

Feasibility study of crystallization process for water softening in a pellet reactor

Cambridge International Examinations Cambridge International General Certificate of Secondary Education

DEPARTMENT OF ENVIRONMENTAL REGULATION. Technical Document DETERMINING REPRESENTATIVE GROUND WATER SAMPLES, FILTERED OR UNFILTERED

CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS APPLICATION INSTRUCTIONS

Characterization of Contaminated Soil and Surface Water/ Ground Water Surrounding Waste Dump Sites in Bangalore

Phosphorus, Reactive (Orthophosphate)

4.0 EXPERIMENT ON DETERMINATION OF CHLORIDES

Simulation of the determination of lead azide content in waste water from explosives manufacture

USEPA 1 FerroVer Method 2 Method to 3.00 mg/l Fe Powder Pillows or AccuVac Ampuls

Experiment 18: ph Measurements of Common Substances. Experiment 17: Reactions of Acids with Common Substances

Choosing an Effluent Treatment Plant

Total Suspended Solids Total Dissolved Solids Hardness

Poly Aluminium Chloride

Comparison of natural radioactivity removal methods for drinking water supplies: A review

Transcription:

Studies on colour removal efficiency of textile dyeing waste water using Moringo Olifera Sujith Alen 1, Vinodha S 2 1 (III B.Tech, Civil Engineering, Karunya University, India 2 (Assistant Professor, Civil Engineering, Karunya University, India) Abstract: Dyes are produced naturally or artificially and give different colour to fabrics. In this paper the ability of moringo olifera in removing dyes has been studied. At various concentrations of the dye the absorbance value is noted using a double beam UV spectrophotometer and a calibration chart has been obtained. Experiments were carried out for determining the dye removal capacity using a powder derived from Moringo oleifera seed. The influences of several parameters such as ph, initial dye concentration, moringo dosage and the operating time have been tested. PH seems be an interesting variable and colour removal decreases as ph increases. The results show that the colour removal efficiency is attained maximum upto 99.9% using moringo as coagulant. Keywords: Moringo oleifera, Natural coagulant, colour removal. 1. INTRODUCTION: Developing countries are facing potable water supply problems because of inadequate financial resources. The cost of water treatment is increasing, and the quality of river water is not stable due to a suspended and colloidal particle load caused by textile industries. Textile waste water include a large variety of dyes and chemicals additions that make the environmental challenge for textile industry not only for liquid waste but also its chemical composition. Main pollution in textile waste water comes from dyeing and finishing process. Major pollutants in textile waste waters are suspended solids, oxidizable matter, acidity and other soluble substances. These processes require the input of a wide range of chemicals and dye stuff Due to many problems created by using the synthetic coagulants such as aluminum sulphate which is used worldwide,. The discharge of dye containing effluents is unfavorable not just because of its colour but also due to the breakdown products from the effluents which are carcinogenic or toxic to life These dyes can remain in the environment for a long time unless treated (Suteu et al., 2009; Zaharia et al., 2009). There is a high demand to find an alternative coagulant which is preferable to be a natural coagulant. Textile dye waste water is characterized by fluctuations in many quality indicators such as COD, BOD, ph, salinity and temperature. Textile dyes are characterized mainly on the basis of its application characteristics and its chemical structure. ( Zaharia Carmen, et al ) Based on the general structure alone, textile dyes are also classified as anionic, nonionic and cationic dyes. Direct, acid and reactive dyes constitute the anionic dyes. (Robinson et al., 2001). Soluble reactive and acid dyes cause the most problems as they cannot be removed through conventional treatment.before water is used, turbidity removal is an essential part of the treatment process. It is generally achieved using coagulation with metal salts followed by aggregation of particles during flocculation and separation through sedimentation and filtration (Emelie Arnoldsson et al, 2008). A number of studies have pointed out that the introduction of natural coagulants as a substitute for metal salts may ease the problems associated with chemical coagulants (Katayon et al., 2005). Presently there are several chemical and physical methods to treat textile waste water. But most of them prove to be either too expensive or harmful due to usage of chemicals. The Moringo oleifera tree produces a 90.00% to 99.99% bacterial reduction in previously untreated water, according to a paper published in Current Protocols in Microbiology. It is considered to be one of the world's most useful trees. Moringo oleifera with several health benefits, it s called the Miracle Tree and the Tree of Life in many cultures. It has proved its worth in health as well as in industries for the decolourization of dye water. When dried, hulled and ground, the seeds were found to have a noteworthy ability to reduce the suspended solids in extremely turbid waters (Martin Bergstedt, 2011). Being water ISSN: 2348 8352 www.internationaljournalssrg.org Page 7

SSRG International Journal of Civil Engineering (SSRG-IJCE) volume 1 Issue5 October 2014 soluble and easily extractable it produces very less amount of sludge when compared to other natural and chemical coagulants such as neem leaf, fly ash, aluminum salts etc. Some mentionable advantages of using Moringo includes unchanged ph value, cost effectiveness, low sludge production, fit for human consumption. 1.1 CHEMICAL COAGULATION: Coagulation is the destabilization of colloids by neutralizing the forces that keep them apart. Cationic coagulants provide positive electric charges to reduce the negative charge (zeta potential) of the colloids. As a result, the particles collide to form larger particles (flocs).coagulation, thus, implies formation of smaller compact aggregates. Rapid mixing is required to disperse the coagulant throughout the liquid. Care must be taken not to overdose the coagulants as this can cause a complete charge reversal and destabilize the colloid complex. Effluents are heterogeneous in nature. Chemical coagulation is an important unit process in water treatment for the removal of turbidity. Its application in water treatment is followed by sedimentation and filtration. Various types of coagulants are being used to condition water before sedimentation and filtration. The most widely used coagulants are: Aluminum sulphate{alum } Poly aluminum chloride {PAC} Ferrous sulphate Sodium Aluminates Silicon Derivatives Lime Synthetic Organic Polymers Currently Alum and PAC are most extensively used in water treatment.when brought in contact with water, they form positively charged aluminum hydroxide floc which agglomerates the negatively charged clays, slit, bacteria, algae organic matters etc causing them to settle down. The sludge formation in alum and PAC is very high. Also it suffers from high disposal cost making the treatment non user friendly. Without getting enmeshed in details of polymersurface interactions, the gross effects of Ph on effective cationicity can be obtained from colloid titration behavior of the polymer at fixed levels of ph. The coagulation mechanism of the M. oleifera coagulant protein has been explained in different ways in the previous studies. It has been described as adsorption and charge neutralization and interparticle bridging. Flocculation by inter-particle bridging is mainly characteristic of high molecular weight ISSN: 2348 8352 polyelectrolytes. Due to the small size of the M. oleifera coagulant protein, a ridging effect may not be considered as the likely coagulation mechanism. (Mangale Sapana M. et al). 2. EXPERIMENTAL PROCEDURE: Synthetic Blue CA dye was prepared at various concentrations and 250ml of the sample was taken in a beaker. Moringo powder was added to the dye and the reaction was allowed along with stirring using electrical stirrers. After the reaction time it was allowed to settle and the supernatant was tested for various parameters. The colour removal was observed using a double beam UV spectrophotometer and the efficiency of removal was calculated using the absorbance value before and after treatment. All the experiments were carried out at room temperature. Fig1. Experimental Setup 3. RESULTS AND DISCUSSION: A calibration curve was obtained using various concentration of the dye and determining the absorbance value. www.internationaljournalssrg.org Page 8

3.1. VARYING DYE CONCENTRATION AND CONSTANT MORINGO CONCENTRATION: An attempt was made to find out the efficiency of colour removal for different concentrations of the dye. The coagulant dosage was constant throughout. 3.3 VARYING PH, CONSTANT DYE CONCENTRATION AND CONSTANT MORINGO CONCENTRATION: As stated in the previous studies ph had a greater influence on the colour removal efficiency. Experiments were carried out at different ranges of ph maintaining the dye concentration and coagulant dosage constant throughout. The observations made experimentally and the results are shown in the graph. Fig2. Varying Dye Concentration before and after treatment The result shows that the concentration of the dye before and after treatment has large difference. This is because after the addition of the moringo the dye molecules imparting colour has been removed through adsorption. More than 99% of the colour removal is attained. 3.2 CONSTANT DYE CONCENTRATION AND VARYING MORINGO CONCENTRATION: Further experiments were carried out to determine the optimum dosage of moringo. Hence moringo powder at various concentrations (0.03g, 0.05g, 0.07, 0.1g and 0.15g) was added. The observations made experimentally and the result is as follows: Fig4. Effect of ph on colour removal efficiency At the initial stage when the ph was low at a range of 4 5.5 the removal efficiency was lesser than the efficiency attained when the ph was maintained between 6-8. Similar was the case when the ph was increased and ranged between 8-9. 3.4 VARYING CONTACT TIME, CONSTANT DYE CONCENTRATION AND CONSTANT MORINGO CONCENTRATION: Studies were made to find out the effect of variation of the reaction time on the colour removal efficieny. Various contact time ranging from 10 minutes to 50 minutes were maintained and the results were observed. Fig3. Effect of Moringo Dosage on the colour removal From the results it is clear that moringo acts as a good coagulant for colour removal. At the addition of 0.05g of moringo itself the efficiency was very high upto 98% and it attained maximum upon further concentrations of the coagulant. Fig5. Effect of Reaction time on the colour removal efficiency ISSN: 2348 8352 www.internationaljournalssrg.org Page 9

Initially at less contact time the colour removal efficiency was achieved to only 85%. But results show when the reaction time was increased and when time was maintained 20 minutes the efficiency was nearly100%.this may be due to the increasd formation of flocs when there was increase in the time.but again the efficiency started decreasing when the time was further increased to 30 minutes and more. 4.CONCLUSION: The treatment of textile dyeing waste water before disposal into the environment is important and ensures safety to the environment without affecting the quality of lakes, rivers etc. Use of an economic method also plays an important role. Thus natural product moringo olifera powder seems to be more promising in the treatment of coloured waste water. The efficiency of treating the dye waste water using Moringo olifera was also found to be more effective. The colour removal percentage is more than about 99%. Operating parameters such as the coagulant dosage, reaction time, ph and the initial dye concentarion has major role on the efficiency of removal. 5. REFERENCES: Zaharia Carmen and Suteu Daniela, Textile Organic Dyes Characteristics, Polluting Effects and Separation/Elimination Procedures from Industrial Effluents A Critical Overview. Suteu, D.; Zaharia, C.; Bilba, D.; Muresan, A.; Muresan, R. & Popescu, A. (2009a). Decolorization wastewaters from the textile industry physical methods, chemical methods. Suteu, D.; Zaharia, C.; Muresan, A.; Muresan, R. & Popescu, A. (2009b), Using of industrial waste materials for textile wastewater treatment - Environmental Engineering and Management Journal. Robinson, T.; McMullan, G.; Marchant, R. & Nigam, P. (2001), Remediation of dyes in textile effluent: a critical review on current treatment technologies with a proposed alternative. - Bioresource Technology. Emelie Arnoldsson, Maria Bergman, Nelson Matsinhe, and Kenneth M Persson, Assessment of drinking water treatment using Moringa Oleifera natural coagulant. Katayon S., Megat Mohd Noor M.J., Asma M., Abdul Ghani L.A, Thamer A.M., Azni I., Ahmad J., Khor B.C. and Suleyman A.M. (2006), Effects of storage conditions of Moringa Oleifera seeds on its performance in coagulation.- Bioresource Technology. Mangale Sapana M., Chonde Sonal G. and Raut P. D. ( 2012), Use of Moringa Oleifera (Drumstick) seed as Natural Absorbent and an Antimicrobial agent for Ground water Treatment. Gidde M. R. and Bhalerao A. R,.Review Article Moringa Oleifera - A Multipurpose Tree And A Natural Coagulant. The Indian textile journal, November 2009 issue http://www.indiantextilemagazine.in November/December 2008, Vol.7, No.6, 695-699,http://omicron.ch.tuiasi.ro/EEMJ/ Material science forum vol.694(2011)pp 440-448 Mangale Sapana M., Chonde Sonal G. and Raut P. D.,(2012) Use of Moringa Oleifera (Drumstick) seed as Natural Absorbent and an Antimicrobial agent for Ground water Treatment, Department of Environmental Science Gidde M. R. and Bhalerao A. R. Moringa Oleifera - A Multipurpose Tree and a Natural Coagulant, Department of Civil Engineering Manaskorn Rachakornkij, Sirawan Ruangchuay, and Sumate Teachakulwiroj Removal of reactive dyes from aqueous solution using bagasse fly ash, National Research Center for Environmental and Hazardous Waste Management (NRC- EHWM)/Department of Environmental Engineering, Faculty of Engineering, Chulalongkorn University Azza Khaled, Ahmed El Nemr, Amany El- Sikaily,Ola Abdelwahab,2008 Treatment of artificial textile dye effluent containing Direct Yellow 12 by orange peel carbon,department of Pollution, Environmental Division, National Institute of Oceanography and Fisheries,El-Anfoushy Himanshu Patel and R. T. Vashi, A study on removal of Toluidine blue dye from aqueous solution by adsorption onto Neem leaf powder ISSN: 2348 8352 www.internationaljournalssrg.org Page 10

Chellapandian Kannan,Natesan Buvaneswari, Thayumanavan Palvannan,(2009) Removal of plant poisoning dyes by adsorption on Tomato Plant Root and green carbon from aqueous solution and its recovery Anissa Aouni, Cheïma Fersi, Mourad Ben Sik Ali, Mahmound Dhahbi, Treatment of textile wastewater by a hybrid Electro coagulation/ nano filtration process,water and Membrane Technologies Laboratory B. Bina1, M.H. Mehdinejad1, Gunnel Dalhammer, Guna Rajarao, M. Nikaeen, and H. Movahedian Attar (2010), Effectiveness of Moringa oleifera Coagulant Protein as Natural Coagulant aid in Removal of Turbidity and Bacteria from Turbid Waters, World Academy of Science, Engineering and Technology Merce` Vilaseca, Maria-Carmen Gutie rrez, Victor Lo pez-grimau, Montserrat Lo pez-mesas,martı Crespi,(2010) Biological Treatment of a Textile Effluent after Electrochemical Oxidation of Reactive Dyes N. Azbar, T. Yonar, K. Kestioglu, Comparison of various advanced oxidation processes and chemical treatment methods for COD and color removal from a polyester and acetate fiber dyeing effluent E. Klimiuk, U. Filipkowska, B. Libecki, Coagulation of Wastewater Containing Reactive Dyes with the Use of Polyaluminium Chloride (PAC) Inoussa Zongoa,b, Amadou Hama Maigab, Joseph Wéthéb, Gérard Valentina,Jean-Pierre Leclerca, Gérard Paternottea, Francois Lapicquea, (2009) Electrocoagulation for the treatment of textile wastewaters with Al or Fe electrodes: Compared variations of COD levels, turbidity and absorbance ISSN: 2348 8352 www.internationaljournalssrg.org Page 11