Effectiveness of Domestic Reverse Osmosis Units for Removal of Fluoride and Hardness for Drinking Purposes in Chronic Kidney Disease of Unknown Etiology (CKDu) Affected Areas in Anuradhapura

Abstract

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The hypothesis having excessive fluoride and hardness levels in ground water in combination is said to have been associated with the onset o f CKDu. Provision o f good quality drinking water devoid o f fluoride and hardness to levels less than nephrotoxic levels would be considered o f paramount importance. In this respect, several types o f water filters have been introduced to CKDu affected areas o f which RO units are the most popular filters. Hence, this research aims at investigating the effectiveness o f domestic RO units in removing fluoride and hardness levels reported in CKDu affected areas under different climatic conditions for a period covering dry and wet seasons. Two monsoons and the 2nd inter monsoon were simulated in the laboratory and the removal o f fluoride and hardness by the RO unit were evaluated according to the drinking water guidelines. Northeast monsoon was subdivided into extreme wet and wet to dry periods. Hardness and fluoride concentrations in the raw water during above periods were 110 ppm and 578 ppm and fluoride concentrations were 0.52 ppm and 2.93 ppm respectively. In the above periods hardness values obtained in the permeate were 12 ppm and 24 ppm and the fluoride was com pletely removed during extreme wet period and 0.15 ppm fluoride was observed in wet to dry period. In the 2nd inter monsoon, hardness and fluoride concentrations in raw water were 1032 ppm and 7 ppm respectively and in the permeate 40 ppm hardness and 0.39 ppm of fluoride were observed. A ll the above fluoride and hardness values in the permeate do not com ply with the required drinking water guidelines. Southwest monsoon was subdivided in to three periods namely extreme dry, dry and dry to wet. In extreme dry period hardness and fluoride in raw water were 1230 ppm and 15.5 ppm respectively. In the permeate hardness concentration varied from 48 ppm -184 ppm and fluoride concentrations varied from 0.19 ppm1.67 ppm. At the latter stage both the fluoride and hardness values have exceeded the required drinking water guideline values. This happen when all the adsorption sites o f the filter unit get saturated with the increase o f the raw water concentration and then excess amount o f water constituents w ill pass through the RO membrane. Flow rate was dropped from 0.24 litres/min to 0.03 liters/min during these periods implying that the membrane o f the unit has started to get clogged. A s the performance o f the RO unit depends on the initial constituent’s concentration in the raw water, according to this study people can use RO unit for a period of 6 months without getting clogged