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风力发电机塔筒结构在坡地上的风压数值模拟

牛建刚 陈旭 闫梁

土木工程与管理学报2016,Vol.33Issue(6):6-11,6.
土木工程与管理学报2016,Vol.33Issue(6):6-11,6.

风力发电机塔筒结构在坡地上的风压数值模拟

Numerical Simulation of Wind Pressure on the Wind Turbine to Werstructure on the Sloping Field

牛建刚 1陈旭 1闫梁1

作者信息

  • 1. 内蒙古科技大学建筑与土木工程学院,内蒙古包头 014010
  • 折叠

摘要

Abstract

In order to study the influence of different terrain on wind power generator when wind come through,and take the wind power generators of Baiyunebo,in Inner Mongolia,as study object. The models of the wind turbine tower on the slopes of 15 ° ,30 ° ,45 ° are established by ANSYS finite element software,the relationship of wind pressure value between plains and mountains is deduced by the distribution of wind pressure coefficient around the tower when winds come through, the characteristics of the flow field around the tower and the recommended value of climbing increment coefficient are obtained. By analysis,wind pressure and wind speed will increase with the increase of slope,and on the surface of the tower,the wind pressure coefficients distribution in the windward side is more dense than the leeward side,the maximum positive pressure coefficients locate in the 0° position,and the minimum negative wind pressure coefficient locate in the 90°and 270° positions on the side. The research results will provide a reference for the design of the wind power generator on different landforms.

关键词

风力发电机塔筒/地形地貌/风压系数/爬坡增值系数/数值模拟

Key words

wind turbine tower/topography/wind pressure coefficient/climbing increment coefficient/numerical simulation

分类

建筑与水利

引用本文复制引用

牛建刚,陈旭,闫梁..风力发电机塔筒结构在坡地上的风压数值模拟[J].土木工程与管理学报,2016,33(6):6-11,6.

基金项目

国家自然科学基金 ()

土木工程与管理学报

OA北大核心CHSSCDCSTPCD

2095-0985

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