Wind tunnel measurements of the total drag force for aligned arrays of cubes exposed to two different boundary-layer flows at three flow velocitie'/> Direct measurements of the drag force over aligned arrays of cubes exposed to boundary-layer flows
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Direct measurements of the drag force over aligned arrays of cubes exposed to boundary-layer flows

机译:在暴露于边界层流下的对齐立方体阵列的拖曳力的直接测量

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Abstract Wind tunnel measurements of the total drag force for aligned arrays of cubes exposed to two different boundary-layer flows at three flow velocities are discussed. The drag force for eight different building packing densities λ p (from 0.028 to 1) is measured with a standard load cell generating a novel dataset. Different λ p are reproduced by increasing the number of buildings on the same lot area; this represents a real situation that an urban planner is faced with when a lot area of a given (fixed) size is allocated to the development of new built areas. It is assumed that the surrounding terrain is uniform and there is a transition from a given roughness (smooth) to a new roughness (rough). The approaching flow will adjust itself over the new surface within a distance that in general may be larger than the horizontal length covered by the array. We investigate the region where the flow adjustment occurs. The wide range of packing densities allowed us to analyse in detail the evolution of the drag force. The drag force increases with increasing packing densities until it reaches a maximum at an intermediate packing density (λ p ?=?0.25 in our case) followed by a slight decrease at larger packing densities. The value of the drag force depends on the flow adjustment along the array which is evaluated by introducing the parameter “drag area” to retrieve information about the drag distribution at different λ p . Results clearly suggest a change of the distribution of the drag force, which is found to be relatively uniform at low packing densities, while most of the force acts on first rows of the arrays at large packing densities. The drag area constitutes the basis for the formulation of a new adjustment length scale defined as the ratio between the volume of the air within the array and the drag area. The proposed adjustment length scale automatically takes into account the change in drag distribution along the array for a better parameterization of urban effects in dispersion models.]]>
机译:<![CDATA [<标题>抽象 <帕拉ID =“PAR1”>讨论了暴露于两个不同边界层的三维立方体阵列的总阻力的风隧道测量,以三个流速。八个不同建筑物密封的拖动力<重点类型=“斜体”>λ <下标> <重点类型=“斜体”> p (0.028到1)使用标准的负载单元格生成新型数据集。不同的<重点类型=“斜体”>λ <下标> <强调类型=“斜体”> P 通过增加同一批次区域的建筑物数量来再现;这代表了一个真实的情况,即在给定的(固定)大小的批次被分配给新建区域的开发时,城市规划师面临着城市策划者。假设周围的地形是均匀的,并且从给定的粗糙度(平滑)到新的粗糙度(粗糙)的过渡。接近流程将自身在新表面上调整一般可以大于阵列覆盖的水平长度。我们调查发生流动调整的区域。广泛的包装密度使我们能够详细分析阻力的演变。拖动力随着填充密度的增加而增加,直到它以中间填充密度达到最大值(<重点类型=“斜体”>λ <下标> <重点类型=“斜体”> P ?=?在我们的情况下0.25),然后在更大的包装密度下轻微减少。拖动的值取决于沿着阵列的流量调整,通过引入参数“拖动区域”来检索关于拖动分布的信息以不同<重点类型=“斜体”>λ <下标>来评估。 <重点类型=“斜体”> P 。结果清楚地表明了拖曳力分布的变化,在低包装密度下被发现相对均匀,而大多数力在大包装密度下的第一排阵列上起作用。拖动区域构成了制定新调整长度刻度的基础,该调整长度刻度被定义为阵列内空气的体积与拖动区域之间的比率。建议的调整长度秤自动考虑到阵列拖拽分布的变化,以便在分散模型中更好地参数化城市效应。]>

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