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Recommendations on dynamic pressure sensor placement for transonic wind tunnel tests

机译:有关跨音速风洞测试的动态压力传感器放置的建议

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A wind tunnel test was conducted mat measured surface fluctuating pressures aft of a ramp at transonic speeds. Dynamic pressure test data was used to perform a study to determine best locations for streamwise sensor pairs for shocked and unshocked runs based on minimizing the error in root-mean-square acceleration response of the paneL For unshocked conditions, Ihe upstream sensor is best placed at least 6.5 ramp heights downstream of the ramp, and the downstream sensor should be within 2 ramp heights from the upstream sensor. For shocked conditions, the upstream sensor should be between 1 and 7 ramp heights downstream of the shock, with the downstream sensor 2 to 3 ramp heights of the upstream sensor. The shock was found to prevent the passage coherent flow structures; therefore, it may be desired to use the shock to define the boundary of subzones for the purpose of loads definitioa These recommendations should be generally applicable to a range of expansion comer geometries in transonic flow provided similar flow structures exist The recommendations for shocked runs is more limited, relying on data from a single dataset with the shock located near the forward end of the region of interest
机译:进行了风洞测试,并在跨音速下测量了坡道后的表面波动压力。动态压力测试数据用于进行研究,以基于最小化窗格的均方根加速度响应误差来确定流向传感器对在冲击和非冲击运行中的最佳位置对于非冲击条件,上游传感器最好放置在坡道下游至少6.5坡道高度,并且下游传感器应在距上游传感器2个坡道高度之内。对于有冲击的情况,上游传感器应位于冲击下游的1至7个斜坡高度之间,下游传感器应为上游传感器2至3个斜坡高度。发现冲击可防止通道相干流动结构。因此,可能需要使用冲击来定义分区的边界,以便确定载荷。这些建议通常应适用于跨音速流中的一系列膨胀角几何形状,前提是存在类似的流动结构。有限,依赖于来自单个数据集的数据,冲击位于感兴趣区域的前端附近

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