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Sites for wind power installations: wind tunnel simulation of the influence of two-dimensional ridges on wind speed and turbulence: draft final report, second year

dc.contributor.authorMeroney, Robert N., author
dc.contributor.authorSandborn, V. A., author
dc.contributor.authorBouwmeester, R. J. B., author
dc.contributor.authorRider, M. A., author
dc.contributor.authorFluid Mechanics and Wind Engineering Program, Civil Engineering Department, Colorado State University, publisher
dc.date.accessioned2017-05-26T19:56:33Z
dc.date.available2017-05-26T19:56:33Z
dc.date.issued1977-07
dc.descriptionCER77-78RNM-VAS-RB-MAR6.
dc.descriptionIncludes bibliographical references (page 33).
dc.descriptionPrepared for the United States Energy Research and Development Administration, Division of Solar Energy, Federal Wind Energy Program.
dc.descriptionJuly 1977.
dc.description.abstractWind tunnel studies of optimum sites for wind power turbines were made. A systematic evaluation of the flow over two-dimensional ridges is reported. Two-dimensional ridges with definite crests, such as ideal triangular or sinusoidal shapes, produce the greatest amplifications in local wind speed. Bluff, very steep and flat topped ridges do not produce as large an increase in velocity as the crest ridges. The ridges tested were of small characteristic size compared to the boundary layer thickness. The models correspond to ridges of the order of 100 meters or less in the atmosphere. For these ridges it is found that local viscous effects are of second order and the speedup of velocity can be predicted by inviscid flow considerations. Only near the surface (corresponding to approximately one to two ridge heights) are large changes in velocity observed. Wind velocity increases of the order of two times or greater than that of the approach velocity are measured at the crest of the triangular ridge. A slope of 1 to 4 (14 degrees) for the triangular ridge gives the optimum speedup at the crest. The flow in the outer region of the boundary layers over the ridge was found to remain similar to the flow upstream of the ridge. The longitudinal turbulent velocity component was found to decrease slightly near the ridge surface as the flow progressed over the windward face of the ridge. The vertical turbulent velocity component increased slightly along the windward face of the ridge. The variation in turbulent velocities over the windward face of the ridge correspond to effect of a contraction on isotropic turbulence.
dc.format.mediumreports
dc.identifier.urihttp://hdl.handle.net/10217/180910
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012549179703361
dc.relationTA7.C6 CER 77/78-6
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 77/78-6
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subject.lcshWind power
dc.titleSites for wind power installations: wind tunnel simulation of the influence of two-dimensional ridges on wind speed and turbulence: draft final report, second year
dc.typeText
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