We propose a systematic procedure that combines computational fluid dynamics (CFD) modeling and
experimental work to answer two research questions that are usually posed by researchers and
managers of water treatment plants: ‘Is the effect of wind on settling tanks important?’ and ‘How can
we determine this effect in our settling tanks?’ We apply this procedure in the water treatment plant
of Aharnes, Athens to derive the following conclusions. (1) The effect of wind increases with
increasing co-current wind velocity, increasing settling velocity and decreasing flow rate. (2) In windy
steady-state flow conditions, the degree of complexity and three-dimensionality of the flow field that
is observed in calm conditions is reduced and the removal efficiency decreases from 85.1 in calm
conditions to 82.0%. Predicted efficiencies for constant and variable inlet solids’ concentrations
compare favorably with measurements. (3) In windy, transient flow conditions, field data show that
the effect of wind on the tank’s efficiency can be very pronounced and within the first half hour of
the windy period the efficiency decreases to approximately 55%; the present model does not capture
this effect, because it cannot simulate the sludge layer and the subsequent re-suspension of the
settled solids.
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We propose a systematic procedure that combines computational fluid dynamics (CFD) modeling and
experimental work to answer two research questions that are usually posed by researchers and
managers of water treatment plants: ‘Is the effect of wind on settling tanks important?’ and ‘How can
we determine this effect in our settling tanks?’ We apply this procedure in the water treatment plant
of Aharnes, Athens to derive the following conclusions. (1) The effect of wind increases with
increasi...
»