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Pressure distribution on the roof of a model low-rise building tested in a boundary layer wind tunnel.

机译:在边界层风洞中测试的低层模型建筑物屋顶上的压力分布。

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With three of the largest metropolitan areas in the United States along the Gulf coast (Houston, Tampa, and New Orleans), residential populations ever increasing due to the subtropical climate, and insured land value along the coast from Texas to the Florida panhandle greater than ;Although the focus of this report is on the testing of models in the wind tunnel, the low-rise building in the field is located in Pensacola, Florida. It has a wall length of 48 feet, a width of 32 feet, a height of 10 feet, and a gable roof with a pitch of 1:3 and 68 pressure ports strategically placed on the surface of the roof. Built by Forest Products Laboratory (FPL) in 2002, the importance of the test structure has been realized as it has been subjected to numerous hurricanes. In fact, the validity of the field data is so important that the following thesis was necessary.;The first model tested in the Bill James Wind Tunnel for this research was a rectangular box. It was through the testing of this box that much of the basic wind tunnel and pressure data collection knowledge was gathered. Knowledge gained from Model 1 tests was as basic as how to: mount pressure tubes on a model, use a pressure transducer, operate the wind tunnel, utilize the pitot tube and reference pressure, and measure wind velocity. Model 1 tests also showed the importance of precise construction to produce precise pressure coefficients.;Model 2 was tested in the AABL Wind Tunnel at Iowa State University. This second model was a 22 inch cube which contained a total of 11 rows of pressure ports on its front and top faces. The purpose of Model 2 was to validate the tube length, tube diameter, port diameter, and pressure transducer used in the field. Also, Model 2 was used to study the effects of surface roughness on pressure readings.;A partial roof and wall of the low-rise building in the field was used as the third model. Similar to the second model, Model 3 was tested in the AABL Wind Tunnel. Initially, the objectives of the third model were to validate the pressure port protection device (PPPD) being used in the field and test the possibility of interpolating between pressure ports. But in the end, Model 3 was best used to validate the inconsistencies of the full-scale PPPD, validate the transducers used in the field, and prove the importance of scaling either all or none of the model.;Fourthly, Model 4 was a 1:16 model of the low-rise building itself. Based on the three previous model tests, Model 4 was instrumented with 202 pressure transducers to better understand: (1) the pressure distribution on the roof of the structure, (2) the affects of the fundamental test variables such as tube length, tube diameter, port diameter, transducer type, and surface roughness, (3) the affects of a scaled PPPD, (4) the importance of wind angle of attack, and (5) the possibility of measuring pressure data and load data simultaneously.;In the end, the combination of all four model tests proved to be helpful in understanding the pressure data gathered on the roof of the low-rise building in the field. The two main recommendations for the field structure are for reevaluation of the PPPD design and slight redistribution of the pressure ports. The wind tunnel model tests show a need for these two modifications in order to gather more accurate field pressure data. Other than these two adjustments, the model tests show that the remaining data gathering system is currently accurate.
机译:墨西哥湾沿岸有美国最大的三个大都市区(休斯顿,坦帕和新奥尔良),由于亚热带气候,居住人口不断增加,从得克萨斯州到佛罗里达州沿海地区的沿海土地保险价值大于;尽管本报告的重点是风洞中模型的测试,但该领域的低层建筑位于佛罗里达州的彭萨科拉。它的壁长为48英尺,宽度为32英尺,高度为10英尺,山墙屋顶的间距为1:3,并在屋顶表面战略性地放置了68个压力端口。由林产品实验室(FPL)于2002年建造,该测试结构的重要性已得到体现,因为它经受了无数次飓风的袭击。实际上,现场数据的有效性是如此重要,以至于有必要提出以下论文。在Bill James Wind Tunnel中为该研究测试的第一个模型是一个矩形盒子。通过对该盒的测试,收集了许多基本的风洞和压力数据收集知识。从模型1测试获得的知识基本是如何进行的:将压力管安装在模型上,使用压力传感器,操作风洞,利用皮托管和参考压力以及测量风速。模型1的测试还显示了精确构造对产生精确压力系数的重要性。模型2在爱荷华州立大学的AABL风洞中进行了测试。第二个模型是一个22英寸的立方体,在其正面和顶部总共包含11行压力端口。模型2的目的是验证现场使用的管道长度,管道直径,端口直径和压力传感器。此外,使用模型2来研究表面粗糙度对压力读数的影响。现场使用低层建筑的部分屋顶和墙壁作为第三个模型。与第二个模型类似,模型3在AABL风洞中进行了测试。最初,第三个模型的目标是验证在现场使用的压力端口保护装置(PPPD),并测试在压力端口之间进行插值的可能性。但最后,模型3最适合用来验证全尺寸PPPD的不一致性,验证现场使用的换能器,并证明缩放全部或全部模型的重要性。第四,模型4是低层建筑本身的1:16模型。根据之前的三个模型测试,模型4配备了202个压力传感器,以更好地理解:(1)结构屋顶上的压力分布,(2)基本测试变量(如管长,管径)的影响,端口直径,换能器类型和表面粗糙度;(3)缩放的PPPD的影响;(4)风迎角的重要性;(5)同时测量压力数据和负载数据的可能性。最后,这四个模型测试的组合被证明有助于理解现场低层建筑屋顶收集的压力数据。现场结构的两个主要建议是重新评估PPPD设计和压力口的重新分配。风洞模型测试表明,需要进行这两种修改才能收集更准确的场压数据。除了这两个调整以外,模型测试还表明,其余数据收集系统当前是准确的。

著录项

  • 作者

    Goliber, Matthew Robert.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Engineering Aerospace.;Engineering Civil.
  • 学位 M.S.
  • 年度 2009
  • 页码 110 p.
  • 总页数 110
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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