2014
DOI: 10.1016/j.jweia.2014.03.002
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Experimental and numerical studies on the wake behavior of a horizontal axis wind turbine

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Cited by 40 publications
(11 citation statements)
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“…This deviation increases as the wake proceeds downstream with a little decrease in indirect method compared with direct one. Similar behavior was obtained by Abdelsalam et al [33] for neutral ABL. In addition, the duel-peak pattern detected experimentally at x/D= 2, 3 and 5, is resulted from rotor tip vortices and high shear production of turbulent kinetic energy caused by strong velocity gradients at wake boundary, Zhang et al [4].…”
Section: Resultssupporting
confidence: 90%
“…This deviation increases as the wake proceeds downstream with a little decrease in indirect method compared with direct one. Similar behavior was obtained by Abdelsalam et al [33] for neutral ABL. In addition, the duel-peak pattern detected experimentally at x/D= 2, 3 and 5, is resulted from rotor tip vortices and high shear production of turbulent kinetic energy caused by strong velocity gradients at wake boundary, Zhang et al [4].…”
Section: Resultssupporting
confidence: 90%
“…The met tower measured the inflow conditions 160m upwind of the turbine; the LiDAR was aligned with the mean wind, along the NS direction (meaning the LiDAR was both globally and locally aligned), and the velocity profiles were calculated using an average between L O S N and L O S S , as formulated with method (ii), at several downwind locations to capture the wake evolution for wind tunnel comparison (Section 4.2). It should be noted that turbine wake measurements were successfully captured by LiDAR in previous studies …”
Section: The Eolos Research Facilitymentioning
confidence: 99%
“…However, the main problem here is the lack of effective technical solutions for supporting structures, although the literature on supports for offshore wind turbines provides descriptions of various foundation types, such as monopiles [7][8][9] [21], and supports with submerged displacement hulls, a so-called Tension Leg Platform (TLP) solution [22][23]. What is noteworthy is huge technological progress in the field of numerical simulations, supported by experimental tests [24][25][26][27][28][29][30][31][32][33][34][35][36][37]. Visible progress is also observed in technologies of structure production [38][39][40] and structure operation monitoring [41][42][43][44][45].…”
Section: Fig 2 Average Water Region Depth and Distance From The Seamentioning
confidence: 99%