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Advances in Water Treatment and Enviromental Management

Advances in Water Treatment and Enviromental Management

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GROUNDWATER POLLUTION BY VOLATILE ORGANIC SOLVENTS 213ii)iii)Assum<strong>in</strong>g 2 pumps operat<strong>in</strong>gFlow equivalent 2 pumps 10 hours+1 pump 14 hoursActual Theoretical Transfer EfficiencyK L a K L a %Case 1 23.5 59.1 40Case 2 50.5 99.5 51Case3 34.3 77.2 44All of these transfer efficiencies are considerably higher than that achieved dur<strong>in</strong>gcommission<strong>in</strong>g <strong>and</strong> it is therefore clear that a significant change <strong>in</strong> performance occurredbetween commission<strong>in</strong>g <strong>and</strong> operation.It has long been known that etch<strong>in</strong>g of pack<strong>in</strong>g has the effect of <strong>in</strong>creas<strong>in</strong>g the specific surfacearea <strong>and</strong> therefore <strong>in</strong>creas<strong>in</strong>g mass transfer rates. Improvements <strong>in</strong> mass transfer performanceof up to 50% have been observed from such effects (Norman <strong>and</strong> Soloman, 1959). Precipitationof calcium carbonate scale upon pack<strong>in</strong>g surfaces might cause such improvements but theFig 9 Removal of trichtoroethene by Air Stripp<strong>in</strong>g (Case B)

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