International Journal of Pharma Sciences Vol. 3, No. 4 (2013): 289-290 Research Article Open Access ISSN: 2320-6810 Reduction in the amount of KMnO4 used in getting rid of Manganese in ground water Alaa Ahmed Mohamed* Chemist, Sohage Water Company, Sohage, 82611, Egypt * Corresponding author: Alaa Ahmed Mohamed; e-mail: [email protected] Received: 15 June 2013 Accepted: 30 June 2013 Online: 25 July 2013 ABSTRACT Chemical treatment of water in the process of getting rid of manganese and iron is the use of (KMNO4) in the oxidation of iron, manganese and convert them all (iron and manganese) from soluble to insoluble form easily remove by filtration. This process cost much some places with high concentrations of iron and manganese can not afford, leading to lock and chemical processing units. We will make the same operation with the same efficiency and at lower cost through the use of physical characteristics of the material used (KMNO4) as it increases oxidative effect of (KMNO4) when you raise the pH. Keywords: KMnO4, water treatment, ground water, iron, manganese INTRODUCTION Iron, and to a lesser degree manganese, are some of the most abundant elements in the earth’s crust. They are found in waters emanating from soil leaching and industrial pollution. These elements pose no danger to human health or to the environment. But they cause esthetic and organoleptic inconveniences. Iron and manganese gives water colour that can stain linen and sanitary appliances. Iron and manganese, when not eliminated, could be progressively oxidized in the distribution network giving water colour, taste, smell, turbidity and favouring the development of microorganisms with serious consequences for users. In surface or ground waters, one finds iron and manganese in different chemical forms (dissolved, precipitated, free or complexed) in variable concentrations [1]. They may be present in concentrations of the order of 2 to 5 mg/L of iron and 0.5 to 2 mg/L of manganese [2] or that are markedly higher and capable of attaining 20 mg/L iron and 5 mg/L manganese [3]. The methods of iron and manganese removal from water consist of transforming the dissolved forms (Fe2+ and Mn2+) by oxidation, into precipitates (Fe(OH)3 and MnO2) followed by filtration. Oxidation can be carried out using powerful chemical oxidants like oxygen, chlorine, chlorine dioxide, ozone or potassium permanganate [4] or biologically [5]. The objective of this work was to study http://ijps.aizeonpublishers.net/content/2013/4/ijps289-290.pdf a process for found way to reduce the costs of remove (Fe2+ and Mn2+). Iron and Manganese Oxidation A primary use of permanganate is iron and manganese removal. Permanganate will oxidize iron and manganese to convert ferrous (2+) iron into the ferric (3+) state and 2+ manganese to the 4+ state. The oxidized forms will precipitate as ferric hydroxide and manganese hydroxide [6]. The precise chemical composition of the precipitate will depend on the nature of the water, temperature, and pH. The classic reactions for the oxidation of iron and manganese are: 3Fe2+ + KMnO4 + 7H2O3Fe(OH)3(s) + MnO2(s) + K+ + 5H+ 3Mn2+ + 2KMnO4 + 2H2O5MnO2(s) + 2K+ + 4H+ These reactions show that alkalinity is consumed through acid production at the rate of 1.49 mg/L as CaCO3 per mg/L of Fe+2 and 1.21 mg/L as CaCO3 per mg/L of Mn+2 oxidized. This consumption of alkalinity should be considered when permanganate treatment is used along with alum coagulation, which also requires alkalinity to form precipitates. 289 Alaa Ahmed Mohamed / Int J Pharma Sci. 2013, 3(4): 289-290 The potassium permanganate dose required for oxidation is 0.94 mg/mg iron and 1.92 mg/mg manganese [7]. In practice, the actual amount of potassium permanganate used has been found to be less than that indicated by stoichiometry. It is thought that this is because of the catalytic influence of MnO2 on the reactions [8]. The oxidation time ranges from 5 to 10 minutes, provided that the pH is over 7.0 [9]. Hence the following attempt was made to reduce the amount of potassium permanganate by PH adjustment by NaOH. 0.2 ML KMNO4 (0.01 M) + 0.5 ML NaOH (1N) in 1litre of ground water (0.91 ppm MN+2) after the addition it was found that the concentration of Mn+2 is (0.20ppm). MATERIALS AND METHODS In the classic reaction of potassium permanganate to remove Mn+2 the numbers of moles is 3Mn2+ 2KMnO4 Figure 1. Batches in different conditions That mean when the concentration of (Mn+2) is 1.2 ppm that mean we need 0.0023 g KMnO4 for one liter that mean 2.3 Kg per m3. The price of KMnO4 is about 140 Egyptian pounds and it seems to be high cost for daily process. CONCLUSION The following attempt was made. pH adjustment by NaOH when we increase pH not more than 8.5 the ability of KMNO4 to oxidation increase. Alkaline conditions enhance the capability of potassium permanganate to oxidize organic matter; however, the opposite is true for its disinfecting power. Typically, potassium permanganate is a better biocide under acidic conditions than under alkaline conditions [10]. It can be concluded from the study that the amount of KMnO4 can be reduced using the methodology described here. We used to remove the Fe+2 and Mn+2 in ground water by addition of NaOH to increase pH which increases the ability of KMnO4 to oxidise. REFERENCES RESULTS AND DISCUSSION Results obtained by addition of KMNO4 in 1 liter ground water Table 1. Batches in different conditions No of batches Added 1N NaOH (ml) Added 0.1 M KMnO4 (ml) pH value 1 2 3 4 5 6 0 0 0 0 1 1 0 1 0.5 0.5 0.25 0.25 7.13 7.12 7.14 7.12 8.5 8.5 Concentration of Mn+2 (in ppm) 1.2 0.35 0.62 0.75 0.15 0.19 After the reaction the pH value decreased. These reactions show that alkalinity is consumed through acid production at the rate of 1.49 mg/L as CaCO3 per mg/L of Fe+2 and 1.21 mg/L as CaCO3 per mg/L of Mn+2 oxidized. From the above results, it is evident that when we increase pH the amount of KMnO4 decreased and the process to remove Mn+2 was achieved (the higher limit of Mn+2 in water is 0.4 ppm). But the amount of NaOH was quite high and hence the following attempt was made. 1. Myint Z, Barry C (1999). Iron and manganese dynamics in lake water. Water Res., 33(8): 1900-1910 2. Ellis D, Bouchard C, Lantagne G (2000).Removal of iron and manganese from groundwater by oxidation and microfiltration. Desalination, 130: 255-264. 3. Berbenni P, Pollice A, Canziani R, Stabile L, Nobili F (2000). Removal of iron and manganese from hydrocarboncontaminated groundwaters. Bioresour. Technol., 74: 109114. 4. El Araby R, Hawasha S, El Diwania G (2009).Treatment of iron and manganese in simulated groundwater via ozone technology. Desalination, 249(3): 1345-1349 5. Katsoyiannisa IA, Zikoudib A, Huga JS (2008).Arsenic removal from groundwaters containing iron, ammonium, manganese and phosphate: A case study from a treatment unit in northern Greece. Desalination, 224(1-3): 330-339 6. AWWA (American Water Works Association). 1991. Guidance Manual for Compliance with the Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources. 7. O’Connell, R.T. 1978. “Suspended Solids Removal.” Water Treatment Plant Design. R.L. Sanks (editor). Ann Arbor Science Publishers, Inc, Ann Arbor, MI 8. Kawamura, S. 1991. Integrated Design of Water Treatment Facilities. John Wiley & Sons, Inc., New York, NY 9. Cleasby, J.L., E.R. Baumann, and C.D. Black. 1964. “Effectiveness of Potassium Permanganate for Disinfection.” J. AWWA. 56:466-474 10. Montgomery, J.M. 1985. Water Treatment Principles and Design. John Wiley & Sons, Inc., New York, NY © 2013; AIZEON Publishers; All Rights Reserved This is an Open Access article distributed under the terms of the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. ***** http://ijps.aizeonpublishers.net/content/2013/4/ijps289-290.pdf 290
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