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IRJET - Experimental Investigation on Treatment of Dairy Wastewater using Natural Coagulants
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IRJET - Experimental Investigation on Treatment of Dairy Wastewater using Natural Coagulants
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 03 | Mar 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 904 EXPERIMENTAL INVESTIGATION ON TREATMENT OF DAIRY WASTEWATER USING NATURAL COAGULANTS S.Banupriya1, M.Jeevitha2, K.Menaka3, V.Monisha4 1Assistant professor, Dept .of Civil Engineering, Vivekanandha College of Technology for Women, Tamilnadu, India 2,3,4UG Students, Dept .of Civil Engineering, Vivekanandha College of Technology for Women, Tamilnadu, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract –The aim of the project is to investigate the technical feasibility of treating dairy wastewater with natural coagulants. Increase in demand for milk and milk products, many dairies of different sizes have come up in different places mainly in villages. Large quantity of wastewater originates due to their different operations like packing milk, butter milk, Yogurt preservating process by using chemicals, producing different milk product like paneer, cheese, butter etc,. As such, the dairy wastes, is biodegradable are very strong in nature. These industries wastewater is defined by high COD, BOD, nutrients etc. Such wastewater is to be treated by three process namely biological process, chemical process, physical process. But in this project we are using natural coagulants due to its adsorption efficiency, economy and eco-friendly and then the tests are to be conducted to check the water characteristics like BOD, COD, pH and turbidity, etc. The Natural coagulants used in this process are Sennaauriculate, Strychnospotatorum, Phyllanthusemblica, Carica papaya seeds are easily available raw material and easy to prepare for the adsorption process. For variation of doses of these natural coagulants and the reduction of solids takes place in the process. In this experimental study after determination of the initial parameters of the pH, Turbidity,COD,BOD,Chlorides, Sulphates it was subjected to adsorption study using natural coagulants. Key Words:pH, Turbidity, BOD ,COD, DO, TDS, Dairy Wastewater, Natural coagulants. 1. INTRODUCTION The Dairy industry is generally considered to be the largest source of food processing waste water in many countries. Although the dairy industry is not commonly associated with severe environmental problems, it must continually considered its environmental impact- particularly as dairy pollutants are mainly of organic origin. At present, in order to decrease waste hazards and to restrict the resulted effects on the environmental, investigators studying the possibility of using natural coagulant to treat waste dairy water. All steps in the dairy chain, including production, processing, packing, transportation, storage, distribution and marketing, operation creates waste of different quality and quantity which, if not treated could lead to increase disposal and severe pollution problems. In general, waste from the dairy processing industry contain high concentration of organic materials such as proteins, carbohydrates and lipids, suspended solids, high biological oxygen demand(BOD) and chemical oxygen demand (COD), high nitrogen concentration, high suspended oil or grease contents and large variations in pH, which necessitates “specially” treatment so as to prevent or minimize environmental problems, many plants have been used to treat wastewater. These include Sennaauriculate, Strychnospotatorum, Phyllanthusemblica, Carica papaya these are very efficient natural coagulants. Naturally occurring coagulants are usually presumed safe for human health, use of natural coagulants gives considerable savings in chemical and sludge handling cost may be achieved, the level of treatment is normally by environmental regulations applicable to the specific area, while most larger dairy factories have installed treatment plants or if available, dispose of their waste water into municipal sewers, cases of waste water disposal into the sea or disposal by means of land irrigation do occur. In contrast, most smaller dairy factories dispose of their waste water by irrigation into agricultural lands or pastures surface and groundwater pollution is therefore, a potential threat posed by these practices. 1.1 Characteristic of Wastewater The dairy waste water to be treated, these industries waste water characterized by high COD, BOD, nutrients etc., Dairy industry, one of the largest types of food industry, contributes to a great extent to pollution with pollutant being organic in nature normally consisting of 1/3 dissolved,1/3 colloidal, and 1/3 suspended substance. The dairy industry in India arises as the largest industry to have maximum waste generation and related environmental problems are increasing importance. Water is used in all processes in the dairy industry in the ratio of 1:10(water:milk) per litre of milk, containing high concentration of organic materials. Adsorption technique emerges as promising techniquein the removal efficiency(COD) economy and operation.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 03 | Mar 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 905 Table – 1: Characteristic of Dairy Wastewater 2. MATERIALS AND METHODOLOGY 2.1 Collection of Diary Wastewater Dairy water samples were collected from the local dairy industry. The physico-chemical characteristics of samples were analysed samples of dairy effluent were collected in clean can of 5liter capacity. 2.2 Collection of Natural Coagulant The coagulant which is used in the study to treat dairy wastewater is flowers of Sennaauriculate, seed ofStrychnospotatorum, seed ofPhyllanthusemblica, seed ofCarica papaya. These natural coagulant has the adsorption properties and are low in cost. These natural coagulant are collected from the local markets of Erode, Tamil Nadu, India. Fig -1: Sennaauriculate Fig -2:Strychnospotatorum Fig -3: Phyllanthusemblica Fig -4:Carica papaya 2.3 Preparation of Natural Coagulants The natural coagulant such as flowers of Sennaauriculate, seed of Strychnospotatorum, seed of Phyllanthusemblica, seed of Carica papaya are collected from the local market and the collected specimens are dried in natural sunlight. The specimens are dried atleast for 30 days till it get dry. The dried specimens are grained into fine powder by using home blenders. And then the grained specimens are sieved through 600μm sieve. These sieved specimen are used as a natural coagulant to treat dairy waste water. 2.3.1 Sennaauriculate Sample of sennaauriculate is collected and washed several times with distilled water and then sun dried for 48 hours to remove the moisture content and they were grinded and used as absorbent. 2.3.2 Phyllanthusemblica Samples of phyllanthusemblica is collected bark was washed with tap water. Removed easily and sun dried for 3 days. Completely dried bark was cut into small pieces and washed with double distilled water. Washed bark was again sun dried for a day. The cut pieces of bark were grounded and sieved through 600 µm. 2.3.3Carica papaya Carica papaya seeds were collected from the market. The fruits were sliced open using a clean knife, seeds were taken and washed severally with water. Then the seeds were dried under sunlight for 7 days before crushing. The seed were made into fine powder using home grinder and sieved through a size of 600µm. Powder are collected and finer particles are used as coagulant. 2.3.4 Strychnospotatorum The Strychnospotatorum plant seed were collected and dried at room temperature for 2 – 3 days and further dried at 60°C.The extracts seed are filtered with the Whattman filter paper and then dried by using rotary evaporator. The collected powder are sieved through the size of 600 micron. 2.4 Coagulation Coagulation tests were carried out using a jar apparatus test. The most widely applied method for evaluating and optimizing the coagulation – flocculation process based on standard methods. The dosage of four jars of 1000ml are taken and a known amount of adsorbent 2gm, 4gm, 6gm, 8gm, 10gm are added in dairy waste water. The initial speed for agitation is 5min of rapid mixing 120rpm followed by 30 min of slow mixing 45rpm for Parameters Initial value (untreated) PH 8 Turbidity (NTU) 690 Total dissolved solids (mg/l) 380 Totalsuspended solids (mg/l) 784 BOD (mg/l) 460 COD (mg/l) 1100 Dissolved oxygen (mg/l) 370 Chlorides(mg/l) 750 Sulphates(mg/l) 759
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 03 | Mar 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 906 flocculation.Then, the treated water was allowed to settling time for this coagulation process is 45 min. 3. RESULT AND DISCUSSION 3.1 Dosage The optimum dosage of coagulants are determined by varying the coagulants dosage of Sennaauriculate, Strychnospotatorum, Phyllanthusemblica, Carica papaya are 2gm, 4gm, 6gm, 8gm, 10gm for 1litre of dairy waste water respectively. The coagulant dosage and respective parameter such as turbidity, BOD, COD, DO, chlorides, sulphates etc. are tabulated as follows: Table – 3.2: Characteristic Of Treated waste water Using Sennaauriculate Table – 3.3: Characteristic Of Treated waste water using Strychnospotatorum Table – 3.4: Characteristic Of Treated Wastewater using Phyllanthusemblica Table – 3.5: Characteristic Of Treated Waste water using Carica papaya Parameters 2g/l 4g/l 6g/l 8g/l 10g/l pH 7.79 7.68 7.62 7.48 7.31 Turbidity (NTU) 178 170 165 158 142 Total dissolved Solids (mg/l) 1022 1005 987 930 915 Parameters 2g/l 4g/l 6g/l 8g/l 10g/l pH 7.83 7.46 7.38 7.27 7.16 Turbidity (NTU) 120 106 94 89 72 Total dissolved Solids (mg/l) 1090 999 978 952 923 Total suspended solids (mg/l) 110 99 89 82 76 BOD(mg/l) 97 91 88 78 72 COD(mg/l) 210 189 174 168 143 DO(mg/l) 350 359 365 372 375 Chlorides (mg/l) 445 422 410 390 387 Sulphates (mg/l) 460 451 447 440 436 Total suspended solids (mg/l) 110 98 82 75 70 BOD(mg/l) 98 95 89 78 76 COD(mg/l) 290 278 274 250 248 DO(mg/l) 328 331 339 341 358 Chlorides (mg/l) 454 444 423 410 392 Sulphates (mg/l) 484 474 456 442 412 Parameters 2g/l 4g/l 6g/l 8g/l 10g/l PH 7.79 7.74 7.53 7.42 7.23 Turbidity (NTU) 159 132 126 112 82 Total dissolved Solids (mg/l) 1008 1001 992 971 953 Total Suspended Solids (mg/l) 118 102 93 87 71 BOD (mg/l) 92 87 81 77 75 COD(mg/l) 182 171 166 157 150 DO(mg/l) 328 330 337 342 350 Chlorides (mg/l) 472 459 439 421 396 Sulphates (mg/l) 495 469 451 423 394 Parameters 2g/l 4g/l 6g/l 8g/l 10g/l pH 7.81 7.79 7.63 7.54 7.41 Turbidity (NTU) 143 138 121 114 97 Total dissolved solids (mg/l) 1190 1182 1163 1054 1028 Total suspended solids (mg/l) 390 372 347 322 295 BOD (mg/l) 98 92 84 79 72 COD (mg/l) 189 172 167 160 156 DO (mg/l) 314 325 327 330 335 Chlorides (mg/l) 478 472 465 431 413 Sulphates (mg/l) 491 474 442 414 392
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 03 | Mar 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 907 3.2 Graphical Representation of Effect of Dairy Industry Wastewater Chart -1: Graphical representation of variation in PH value of treated dairy wastewater Chart -2: Graphical representation of variation in Turbidity of treated dairy wastewater 3.3. Percentage Of Removal Efficiency The experimental test were carried out for varying parameters to find the percentage of removal efficiency by using natural coagulants such as sennaauriculate, strychnospotatorum, phyllanthusemblica, carica papaya is the adsorbent. The following formula was used to determine the removal efficiency. % Removal efficiency = Co – Ce*100 Co Where, Co – Initial level of concentration Ce – Final level of concentration 4. CONCLUSION As the waste water from the dairy industry causes environmental and health problems proper treatment is necessary the use of natural coagulant from plant based sources represents a vital development in sustainable environmental technology as it focuses mainly on the improvement of quality of life for under developed communities. A natural coagulant Sennaauriculate, Strychnospotatorum, Phyllanthusemblica, Carica papaya. Color and odour removal is highly efficient by using all the adsorbents by increasing the dosage. pH of the collected dairy waste water is 8 and it is reduced to 7.31, 7.16, 7.23, 7.41 and then it gets increase in dosage when decreased in pH. Removal of efficiency of turbidity are 79.4%, 89.5%, 88%, 85.9% for natural coagulants at 10mg/l then the efficiency is reduced when the dosage is increased. Hence, the present study shows that the strychnospotatorumseed powder is more effective than the sennaauriculate, Phyllanthusemblica, Carica papaya in treating the dairy industry wastewater. REFERENCES [1] C.P.Pise, Dr.S.A.Halkude,”A new Technique for Purification of water using Natural Coagulant”, International Journal of Engineering and Technology Vol 6 No 6 Decemebr 2014 [2]N.PallaviDr.S.Mahesh, “Feasibility Study of MoringaOleifera as a Natural Coagulant for the Treatment of Dairy Wastewater”, International Journal of Engineering Research, Vol 2, pp: 200-202, July 2013 [3]T.PhaniMadhavil and R.Raj Kumar (2013) “Utilisation Of Natural Coagulant For Reduction Of Turbidity From Waste water” International Journal of ChemTech Research CODEN (USA): IJCRGG, ISSN: 09744290 Vol.5, No.3, pp1119-1123, April-June 2013 [4]T.Subramani, P.Narasimhan, “Waster Water Treatment And Its Return Journey To The Environment”, International Journal of Applied Engineering Research (IJAER), Volume 10, Number 38, Special Issues , pp.28223-28261, 2015 6.5 7 7.5 8 2 g/l 4 g/l 6 g/l 8 g/l 10 g/l pH Adsorbent in g/l senna auriculate strychnospotatorum phyllanthus emblica carica papaya 0 50 100 150 200 2g/l 4g/l 6g/l 8g/l 10g/l Turbidityvalues Adsorbent in g/l Senna auriculate Strychnospotatorum phyllanthusemblica Carica papaya