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contributor authorD. E. Randall
contributor authorD. D. McBride
contributor authorR. E. Tate
date accessioned2017-05-08T23:12:00Z
date available2017-05-08T23:12:00Z
date copyrightNovember, 1981
date issued1981
identifier issn0199-6231
identifier otherJSEEDO-28145#313_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95078
description abstractTwo wind-tunnel force and moment tests have been conducted on parabolic-trough solar collector configurations. The two tests were conducted in different flow field environments, one a uniform flow infinite airstream, the second a simulated atmospheric boundary layer flow with the models simulating a ground-mounted installation. The force and moment characteristics of both isolated single-module troughs and of trough modules within array configurations have been defined over both operational and stow attitudes. The influence of various geometric design parameters for collector modules and arrays has been established. Data indicate that forces and in general the pitching moment increase with mounting height and with trough aspect ratio. Collector modules interior to large arrays experience wind force reductions as high as 50–65 percent, while appropriate fences or berms surrounding the arrays can provide exterior modules with protection of this order.
publisherThe American Society of Mechanical Engineers (ASME)
titleMean Wind Loading on Parabolic-Trough Solar Collectors
typeJournal Paper
journal volume103
journal issue4
journal titleJournal of Solar Energy Engineering
identifier doi10.1115/1.3266259
journal fristpage313
journal lastpage322
identifier eissn1528-8986
keywordsSolar collectors
keywordsParabolic troughs
keywordsWind
keywordsForce
keywordsFlow (Dynamics)
keywordsBoundary layers
keywordsDesign AND Wind tunnels
treeJournal of Solar Energy Engineering:;1981:;volume( 103 ):;issue: 004
contenttypeFulltext


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