The diurnal and semidiurnal tidal wind field variations in the altitudes between 80 and 100 km of the earth's atmosphere over a mid-latitude station are studied by means of the phases of the zonal and meridional w...The diurnal and semidiurnal tidal wind field variations in the altitudes between 80 and 100 km of the earth's atmosphere over a mid-latitude station are studied by means of the phases of the zonal and meridional wind measurements made at Atlanta (34 ° N, 84 ° W). The rotation of diurnal tidal wind vector is seen to be clockwise at lower heights (80-86 km), swinging between clockwise and anti-clockwise at intermediate heights (88-96 km) and anti-clockwise at higher heights (96-100 km). The senses of rotation of diurnal and semidiurnal tidal wind vectors are compared between the stations located in the same and opposite hemispheres. The results are consistent with the tidal theory in the case of Atlanta and Adelaide (35°S, 139 ° E) whereas in the case of other stations considered in the present study, they showed marked variations.展开更多
In this study, wind characteristics and wind power potential are analyzed for three meteorological stations in the Sudanese zone of Chad for the period of 35 years (from 1975 to 2010). Assessment of the wind power pot...In this study, wind characteristics and wind power potential are analyzed for three meteorological stations in the Sudanese zone of Chad for the period of 35 years (from 1975 to 2010). Assessment of the wind power potential was carried out using the two parameters of Weibull distribution. Results of the study shows that the average annual wind speeds at 10 m above ground for Moundou, Pala and Sarh are 2.69, 2.33 and 1.91 m/s, respectively. The mean annual value of the Weibull shape parameter k and scale parameter c range from 2.376 to 3.255 and 2.099 to 3.007, respectively. The maximum annual power density of 204.85 W/m2 was obtained at Moundou. Results of this study further shows that the selected locations are not suitable for large-scale wind energy production at 10 m altitude. However, by extrapolation, assessment of wind speed at 67 m altitude combines with wind turbine Vestas 2 MW/80 that adapts to the Sudanese local conditions, and the wind power potential can be exploited for water pumping, heating and production of electricity.展开更多
为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模...为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模型。基于试验得到的内聚力本构模型建立了6节段的装配式风电混塔简化模型,开展了装配式塔筒在纯扭及弯扭荷载工况下的承载能力研究,探究了竖缝结构胶对于装配式混塔承载力的影响。研究表明:混凝土-结构胶-混凝土黏结试件的剪切破坏模式以黏结界面破坏为主,抗剪性能会弱于混凝土本身;而法向拉伸破坏模式以混凝土基材破坏为主,抗拉性能会强于混凝土本身;通过数值模拟计算结果发现,相比于摩擦接触模型,竖缝内聚力模型(cohesive zone model,CZM)的抗扭承载能力有显著提升,但扭矩持续加载导致竖缝内聚力单元破坏后,其抗扭承载力和摩擦接触模型相近。展开更多
文摘The diurnal and semidiurnal tidal wind field variations in the altitudes between 80 and 100 km of the earth's atmosphere over a mid-latitude station are studied by means of the phases of the zonal and meridional wind measurements made at Atlanta (34 ° N, 84 ° W). The rotation of diurnal tidal wind vector is seen to be clockwise at lower heights (80-86 km), swinging between clockwise and anti-clockwise at intermediate heights (88-96 km) and anti-clockwise at higher heights (96-100 km). The senses of rotation of diurnal and semidiurnal tidal wind vectors are compared between the stations located in the same and opposite hemispheres. The results are consistent with the tidal theory in the case of Atlanta and Adelaide (35°S, 139 ° E) whereas in the case of other stations considered in the present study, they showed marked variations.
文摘In this study, wind characteristics and wind power potential are analyzed for three meteorological stations in the Sudanese zone of Chad for the period of 35 years (from 1975 to 2010). Assessment of the wind power potential was carried out using the two parameters of Weibull distribution. Results of the study shows that the average annual wind speeds at 10 m above ground for Moundou, Pala and Sarh are 2.69, 2.33 and 1.91 m/s, respectively. The mean annual value of the Weibull shape parameter k and scale parameter c range from 2.376 to 3.255 and 2.099 to 3.007, respectively. The maximum annual power density of 204.85 W/m2 was obtained at Moundou. Results of this study further shows that the selected locations are not suitable for large-scale wind energy production at 10 m altitude. However, by extrapolation, assessment of wind speed at 67 m altitude combines with wind turbine Vestas 2 MW/80 that adapts to the Sudanese local conditions, and the wind power potential can be exploited for water pumping, heating and production of electricity.
文摘为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模型。基于试验得到的内聚力本构模型建立了6节段的装配式风电混塔简化模型,开展了装配式塔筒在纯扭及弯扭荷载工况下的承载能力研究,探究了竖缝结构胶对于装配式混塔承载力的影响。研究表明:混凝土-结构胶-混凝土黏结试件的剪切破坏模式以黏结界面破坏为主,抗剪性能会弱于混凝土本身;而法向拉伸破坏模式以混凝土基材破坏为主,抗拉性能会强于混凝土本身;通过数值模拟计算结果发现,相比于摩擦接触模型,竖缝内聚力模型(cohesive zone model,CZM)的抗扭承载能力有显著提升,但扭矩持续加载导致竖缝内聚力单元破坏后,其抗扭承载力和摩擦接触模型相近。
