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wind energy resource evaluation in a site of central italy ... - WindSim

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3.5 Investigation <strong>of</strong> a flow over a 2D roughly hilly terra<strong>in</strong>This paragraph presents an <strong>in</strong>vestigation <strong>of</strong> a flow over a two–dimensional roughlyhilly terra<strong>in</strong>. Two cases have been realized, to highlight the behavior <strong>of</strong> an attachedflow and a separated flow, by vary<strong>in</strong>g the slope <strong>of</strong> the hill. A comparison betweenexperimental [3] and numerical data has been done, show<strong>in</strong>g good agreement.The numerical simulations are based on the solution <strong>of</strong> Reynolds Averaged Navier-Stokes (RANS) equations, by the s<strong>of</strong>tware W<strong>in</strong>dSim, with the k-ε turbulencemodel. The realized numerical grid is <strong>in</strong> both cases non orthogonal body fitted type,while the solver which better produces a good level <strong>of</strong> convergence <strong>in</strong> the solution isthe segregated, enriched with the “yap” correction <strong>of</strong> the k-ε turbulence model.3.5.1 Description <strong>of</strong> the test caseThe experimental data comes from the tests conducted <strong>in</strong> an open-circuit boundarylayer<strong>w<strong>in</strong>d</strong> tunnel, hav<strong>in</strong>g a test section <strong>of</strong> width, height and length <strong>of</strong> 1.2, 1.2 and 6meters respectively. A neutrally stratified boundary layer is developed us<strong>in</strong>g equallyspaced 0.25 m height triangular spire-type vortex generators and artificial grass <strong>of</strong> 5mm height. In these experiments, a fully-developed turbulent boundary layer <strong>of</strong> 0.25m height is generated, and has a typical <strong>w<strong>in</strong>d</strong> pr<strong>of</strong>ile over an open flat area (fitt<strong>in</strong>g toa log-law pr<strong>of</strong>ile).The shape <strong>of</strong> the hill is described by the follow<strong>in</strong>g equation3.5.1) = ∙ 1+ ∙ ,where:H [m] is the height <strong>of</strong> the hillL 1 [m] is the half-length <strong>of</strong> the hill at the up<strong>w<strong>in</strong>d</strong> mid-height <strong>of</strong> thehillThe slope <strong>of</strong> the hill S is def<strong>in</strong>ed as the average slope for the top half <strong>of</strong> the hillupstream <strong>of</strong> the crest, through the equation37

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