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Advances in Water Treatment and Enviromental Management

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208 WATER TREATMENTFig. 7b Concentration of VOC <strong>in</strong> Gas <strong>and</strong> LiquidIn Fig 7 a the tower is illustrated with liquid enter<strong>in</strong>g at the top <strong>and</strong> leav<strong>in</strong>g at the bottom. Theflow is counter-current with air enter<strong>in</strong>g at the bottom <strong>and</strong> leav<strong>in</strong>g at the top. Subscripts 1<strong>and</strong> 2 refer to bottom <strong>and</strong> top conditions.The Operat<strong>in</strong>g L<strong>in</strong>eThis represents a material balance <strong>in</strong> the tower(1)The Equilibrium L<strong>in</strong>eThe equilibrium l<strong>in</strong>e is a representation of Henry’s law which at atmospheric pressure is:Where x . is the concentration (mole fraction) of the VOC <strong>in</strong> the liquid phase which would be<strong>in</strong> equilibrium when the concentration of the VOC <strong>in</strong> the vapour is y 1(mole fraction) <strong>and</strong> theoperat<strong>in</strong>g pressure is 1 atmosphere.Values of H for VOCs are quoted below:(2)TCEPCECTC307 ats/mole fraction626 ats/mole fraction761 ats/mole fractionThe relationship used to def<strong>in</strong>e the tower dimensions can be presented as follows, where R isthe removal efficiency:(3)Equation (3) shows that the removal efficiency of a packed tower is <strong>in</strong>dependent of the <strong>in</strong>letconcentration x 2 <strong>and</strong> therefore removal efficiency is the most appropriate means of monitor<strong>in</strong>gthe tower performance.It also shows that the removal efficiency is dependent upon the chemical properties, m <strong>and</strong> H<strong>and</strong> the design variables Z, L m <strong>and</strong> G m <strong>and</strong> the mass transfer characteristics K L a.

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