Table 7: Evaluation of the impact of the energy farms on the nearshore currents in terms of maximum current velocities along the reference lines RL1–RL7 for = 1 m, = 3 m, = 5 m, and three different wave directions (30°, 90°, 150°). The two configurations (WD0 and WD6) were considered in parallel.

Case studyLineL1L2L3L4L5L6L7
config.

H1D30WD00.930.290.740.330.500.310.49
WD61.160.400.750.330.530.300.48
H1D90WD00.290.130.230.020.190.080.23
WD60.320.150.050.040.250.030.24
H1D150WD00.760.250.990.390.740.300.89
WD60.730.240.970.380.740.300.89

H3D30WD01.630.751.200.580.620.690.49
WD61.630.751.280.630.641.660.48
H3D90WD00.550.310.720.100.220.070.29
WD60.680.330.490.210.260.050.30
H3D150WD01.040.281.920.740.910.710.94
WD61.010.261.890.760.930.360.94

H5D30WD01.550.700.730.820.500.680.41
WD61.550.701.040.860.520.670.40
H5D90WD00.340.091.330.500.380.260.43
WD60.410.151.250.530.400.260.43
H5D150WD00.850.261.981.020.770.321.04
WD60.820.242.041.140.770.321.04