Spelling suggestions: "subject:"find effects"" "subject:"kind effects""
1 |
The impact of wind on a balsam fir wave forest at Spirity Cove, NewfoundlandRobertson, A. W. January 1988 (has links)
No description available.
|
2 |
Topographical and meteorological effects on impulse propagationCramond, A. J. January 1987 (has links)
No description available.
|
3 |
Computation of flow around tall buildings using a vortex panel methodBrand, Vernon Paul January 1990 (has links)
No description available.
|
4 |
The effect of a stellar wind on an expanding HII regionRadcliffe, David Byrom January 1988 (has links)
No description available.
|
5 |
The effect of atmospheric turbulence of trainsRobinson, C. G. January 1987 (has links)
No description available.
|
6 |
Unsafe at any (wind). speed? Testing the stability of motor vehicles in severe winds.Schmidlin, Thomas W. Hammer, Barbara. King, Paul. Ono, Yuichi. Miller, L. Scott. Thumann, Gregory. January 2002 (has links) (PDF)
Published: December 2002. Accession No.: 118821; File size: 277.3kb; Report No.: 38072. Offprint: Bulletin of the American Meteorological Society. Vol 83 (12).
|
7 |
Campo de velocidades gerado pela combinação de ventos convectivos e sinóticos em cabos suspensosGheno, Renata Maldonado January 2014 (has links)
As forças devido aos efeitos do vento são, em geral, as solicitações predominantes em projeto de estruturas de linhas de transmissão. Apesar de ventos convectivos de alta intensidade serem frequentemente relacionados a falhas estruturais, as recomendações normativas mais utilizadas contemplam apenas ventos sinóticos, sem fazer considerações a carregamentos devido a ventos convectivos. É importante ressaltar que, devido às grandes dimensões lineares das linhas de transmissão, estes projetos são mais suscetíveis a danos causados por ventos de efeito localizado do que estruturas com localização pontual. Para complementar estudos anteriores a respeito do efeito de tormentas locais em linhas de transmissão, este trabalho tem como objetivo analisar as forças induzidas em cabos ocasionadas por uma combinação de tormentas descendentes e ventos sinóticos. Através de uma rotina computacional na plataforma MATLAB, os eventos a serem analisados foram simulados. Foram considerados diversos comprimentos de vãos, combinações e orientações de ventos nas simulações. Dos resultados obtidos, pode-se concluir que, para a mesma velocidade de vento a uma altura de 10 m acima do solo, um evento sinótico induz carregamentos mais severos nos cabos, quando sua direção é perpendicular aos cabos. Em outros casos analisados, observa-se que, pelo caráter axissimétrico do campo de velocidades de vento gerado, o caso composto por uma tormenta descendente poder ser o que induz carregamentos mais severos. / The forces due to wind effects cause, in general, the most severe loading in the design of overhead transmission lines structures. Although high intensity winds are often related to structural failure, the most widely used standard recommendations include only synoptic winds, without regards to loadings due to convective winds. It is noteworthy that, due to the large linear dimensions of transmission lines, they are more susceptible to damages from localized winds than punctual structures. In order to complemente previous studies on the effect of localized high intensity localized winds on transmission lines, this research seeks to analyse cable tensions induced by a combination of both synoptic and high intensity localized winds.Through a computational routine in MATLAB, the events to be analysed were simulated. Several span lenghts, orientations and combinations of winds were considered on the simulations.From the results obtained, it is possible to conclude that, from the same wind speed at a height of 10 m above the ground, a synoptic event with its direction perpendicular to the cables induced more severe loads. In other cases analysed, it was observed that due to the axisymmetric wind field generated, the more severe load case may be composed by a localized wind event.
|
8 |
Campo de velocidades gerado pela combinação de ventos convectivos e sinóticos em cabos suspensosGheno, Renata Maldonado January 2014 (has links)
As forças devido aos efeitos do vento são, em geral, as solicitações predominantes em projeto de estruturas de linhas de transmissão. Apesar de ventos convectivos de alta intensidade serem frequentemente relacionados a falhas estruturais, as recomendações normativas mais utilizadas contemplam apenas ventos sinóticos, sem fazer considerações a carregamentos devido a ventos convectivos. É importante ressaltar que, devido às grandes dimensões lineares das linhas de transmissão, estes projetos são mais suscetíveis a danos causados por ventos de efeito localizado do que estruturas com localização pontual. Para complementar estudos anteriores a respeito do efeito de tormentas locais em linhas de transmissão, este trabalho tem como objetivo analisar as forças induzidas em cabos ocasionadas por uma combinação de tormentas descendentes e ventos sinóticos. Através de uma rotina computacional na plataforma MATLAB, os eventos a serem analisados foram simulados. Foram considerados diversos comprimentos de vãos, combinações e orientações de ventos nas simulações. Dos resultados obtidos, pode-se concluir que, para a mesma velocidade de vento a uma altura de 10 m acima do solo, um evento sinótico induz carregamentos mais severos nos cabos, quando sua direção é perpendicular aos cabos. Em outros casos analisados, observa-se que, pelo caráter axissimétrico do campo de velocidades de vento gerado, o caso composto por uma tormenta descendente poder ser o que induz carregamentos mais severos. / The forces due to wind effects cause, in general, the most severe loading in the design of overhead transmission lines structures. Although high intensity winds are often related to structural failure, the most widely used standard recommendations include only synoptic winds, without regards to loadings due to convective winds. It is noteworthy that, due to the large linear dimensions of transmission lines, they are more susceptible to damages from localized winds than punctual structures. In order to complemente previous studies on the effect of localized high intensity localized winds on transmission lines, this research seeks to analyse cable tensions induced by a combination of both synoptic and high intensity localized winds.Through a computational routine in MATLAB, the events to be analysed were simulated. Several span lenghts, orientations and combinations of winds were considered on the simulations.From the results obtained, it is possible to conclude that, from the same wind speed at a height of 10 m above the ground, a synoptic event with its direction perpendicular to the cables induced more severe loads. In other cases analysed, it was observed that due to the axisymmetric wind field generated, the more severe load case may be composed by a localized wind event.
|
9 |
Campo de velocidades gerado pela combinação de ventos convectivos e sinóticos em cabos suspensosGheno, Renata Maldonado January 2014 (has links)
As forças devido aos efeitos do vento são, em geral, as solicitações predominantes em projeto de estruturas de linhas de transmissão. Apesar de ventos convectivos de alta intensidade serem frequentemente relacionados a falhas estruturais, as recomendações normativas mais utilizadas contemplam apenas ventos sinóticos, sem fazer considerações a carregamentos devido a ventos convectivos. É importante ressaltar que, devido às grandes dimensões lineares das linhas de transmissão, estes projetos são mais suscetíveis a danos causados por ventos de efeito localizado do que estruturas com localização pontual. Para complementar estudos anteriores a respeito do efeito de tormentas locais em linhas de transmissão, este trabalho tem como objetivo analisar as forças induzidas em cabos ocasionadas por uma combinação de tormentas descendentes e ventos sinóticos. Através de uma rotina computacional na plataforma MATLAB, os eventos a serem analisados foram simulados. Foram considerados diversos comprimentos de vãos, combinações e orientações de ventos nas simulações. Dos resultados obtidos, pode-se concluir que, para a mesma velocidade de vento a uma altura de 10 m acima do solo, um evento sinótico induz carregamentos mais severos nos cabos, quando sua direção é perpendicular aos cabos. Em outros casos analisados, observa-se que, pelo caráter axissimétrico do campo de velocidades de vento gerado, o caso composto por uma tormenta descendente poder ser o que induz carregamentos mais severos. / The forces due to wind effects cause, in general, the most severe loading in the design of overhead transmission lines structures. Although high intensity winds are often related to structural failure, the most widely used standard recommendations include only synoptic winds, without regards to loadings due to convective winds. It is noteworthy that, due to the large linear dimensions of transmission lines, they are more susceptible to damages from localized winds than punctual structures. In order to complemente previous studies on the effect of localized high intensity localized winds on transmission lines, this research seeks to analyse cable tensions induced by a combination of both synoptic and high intensity localized winds.Through a computational routine in MATLAB, the events to be analysed were simulated. Several span lenghts, orientations and combinations of winds were considered on the simulations.From the results obtained, it is possible to conclude that, from the same wind speed at a height of 10 m above the ground, a synoptic event with its direction perpendicular to the cables induced more severe loads. In other cases analysed, it was observed that due to the axisymmetric wind field generated, the more severe load case may be composed by a localized wind event.
|
10 |
Influence of geometric and environmental parameters on air-cooled steam condenser performanceJoubert, Retief 03 1900 (has links)
Thesis (MScEng (Mechanical and Mechatronic Engineering))--University of Stellenbosch, 2010. / ENGLISH ABSTRACT: Air-cooled steam condensers (ACSCs) are used in the power generation industry to directly
condense turbine exhaust steam in areas where cooling water is expensive or unavailable.
Large axial flow fans force ambient air through A-frame heat exchanger bundles made up of a
number of rows of finned tubes through which the steam is ducted and consequently
condensed during the heat transfer process to the air. The heat rejection rate or performance
of an ACSC is proportional to the air mass flow rate, determined by fan volumetric
performance, and the temperature difference between the finned tubes and the air.
The air flow through a 30 fan ACSC (termed the generic ACSC) operating under windy
conditions is solved using the commercial computational fluid dynamics (CFD) code FLUENT
and the required data is extracted from the solution to calculate performance trends. It is
found that fan performance is reduced due to a combination of factors. The first is additional
upstream flow losses caused by separated flow occurring primarily at the leading edge of the
ACSC and secondarily at the fan bellmouth inlets. The second factor leading to reduced fan
performance is the presence of distorted flow conditions at the fan inlets. Hot plume air
recirculation is responsible for decreased ACSC thermal performance due to increased fan inlet
air temperatures. It is found that reduced fan performance is the greater contributor to
reduced ACSC performance.
The performance effects of varying two geometrical parameters of the generic ACSC, namely
the fan platform height and the windwall height, are investigated under windy conditions. It is
found that each parameter is linked to a specific mechanism of performance reduction with
the fan platform height affecting fan performance and the windwall height affecting
recirculation. The respective platform and windwall heights specified for the generic ACSC are
found to provide acceptable performance results.
To mitigate wind induced performance reductions a number of modification and additions to
the ACSC are investigated. These primarily aim at improving fan performance and included the
addition of walkways or skirts, the addition of wind screens beneath the fan platform,
removing the bellmouth fan inlets, using different types of fans and increasing fan power. The
addition of a periphery walkway and windscreens is considered to be the most practical
methods of improving ACSC performance under windy conditions. The generic ACSC is
modified to include both modifications and under high wind conditions the performance is
found to increase measurably. The modifications also resulted in the ACSC performance being
less sensitive to wind direction effects. / AFRIKAANSE OPSOMMING: Lugverkoelde kondensators word in die kragopwekkings industrie gebruik om turbine
uitlaatstoom te kondenseer, veral in gebiede waar verkoelingwater duur of onbeskikbaar is.
Aksiaalvloei-waaiers forseer omgewingslug deur A-raam warmteuitruiler bondels wat bestaan
uit verskeie rye vinbuise. Die uitlaatstoom vloei in die vinbuise en kondenseer as gevolg van
die warmteoordrag na die lug. Die warmteoordragkapasiteit van die lugverkoelde stoom
kondensator is eweredig aan die massavloei-tempo van die lug, wat bepaal word deur die
waaierwerkverigting, en die temperatuur verskil tussen die vinbuise en die lug.
Die lugvloei deur 'n 30 waaier lugverkoelde stoom kondensator (genoem die generiese
lugverkoelde stoom kondensator) onderworpe aan winderige toestande word opgelos deur die
gebruik van die kommersiële vloeidinamika-pakket, FLUENT. Die nodige data is onttrek uit die
oplossing en werkverrigting neigings is bereken. Dit is gevind dat waaierwerkverigting
verminder as gevolg van 'n kombinasie van faktore. Die eerste is bykomende vloeiverliese wat
veroorsaak word deur vloeiwegbreking wat plaasvind primêr by die voorste rand van die
lugverkoelde stoom kondensator asook by die klokvormige waaier-inlate. 'n Tweede faktor wat
lei tot vermindere waaierwerkverigting is die teenwoordigheid van lugvloeiversteurings by die
waaier-inlate. Hersirkulering van warm pluim lug is ook verantwoordelik vir verminderde
lugverkoelde stoom kondensator werkverrigting. Daar word bevind dat die vermindering in
waaierwerkverrigting die grootste bydraende faktor tot vermindere lugverkoelde stoom
kondensator werkverrigting is.
Die effek van verandering van twee geometriese lugverkoelde stoom kondensator parameters,
naamlik die waaierplatformhoogte en die windwandhoogte is ondersoek onder winderige
toestande. Daar word bevind dat elk van die parameters gekoppel is aan 'n spesifieke
meganisme van vermindere lugverkoelde stoom kondensator verrigting: Die
waaierplatformhoogte beïnvloed waaierverrigting terwyl die windwandhoogte hersirkulering
beinvloed. Daar word ook bevind dat die onderskeie waaierplatform- and windwandhoogtes
van die generiese lugverkoelde stoom kondensator, van so 'n aard is dat dit aanvaarbare
werkverrigting tot gevolg het.
Om verlaging in werksverrigting in winderige toestande te verminder is verskeie modifikasies
en byvoegings tot die lugverkoelde stoom kondensator ondersoek wat primêr gemik is op
verbetering in waaierwerkverigting. Die ondersoek dek die byvoeging van 'n loopvlak, die
byvoeging van windskerms onder die waaierplatform, verwydering van die klokvormige
waaier-inlate, die gebruik van verskillende waaiers en die verhoging van waaierdrywing. Daar
was besluit dat die byvoeging van 'n loopvlak rondom die rand van die lugverkoelde stoom
kondensator en die byvoeging van windskerms die mees praktiese manier was om die
lugverkoelde stoom kondensator verigting te verbeter. Die generiese lugverkoelde stoom
kondensator was aangepas om beide veranderings in te sluit en meetbare verbetering in
werkrigting was verkry. Die veranderings het ook meegebring dat die lugverkoelde stoom
kondensator minder sensitief is vir windrigting effekte.
|
Page generated in 0.1349 seconds