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The effects of open channel bends on an intruding saline front in rough and smooth channels.

机译:明渠弯曲对粗糙和光滑渠道中侵入性盐溶液前沿的影响。

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摘要

Salt water intrusion often troubles ecosystems and municipalities. Several fields of engineering and science have quantified and described these flows under varying conditions with both physical and numerical modeling. However, no investigation has been performed into the effects of complex longitudinal channel geometry on a propagating salt water intrusion front. This study was undertaken in order to examine this situation and develop a relationship between longitudinal channel geometry and important parameters of flow. A predominantly transparent open channel flume was built that could modularly form several curved channel geometries. This flume was attached to a reservoir fitted with a release gate. The reservoir was filled with salt water and the flume with fresh water, both at equal heads. The gate was released and the intruding wedge was tracked via video recording. The data was then correlated using dimensionless parameters. The apparatus was verified using a straight channel setup and comparing it to data gathered by previous researchers. Additionally, a full experimental uncertainty analysis was performed to show the accuracy with which the data was taken.; Fifty-six experiments were performed. For each channel geometry four experiments were performed in duplicate under varying conditions (10-ppt, 25-ppt, 60-ppt, and 25-ppt with rough channel bottom). There were 7 experimental setups including large (22.5-inch centerline) radius 180-degree bend, small radius (12.5-inch centerline) radius 180-degree bend, 90-degree large and small bend, S-curve large and small bend, and straight channel. The results in the straight channel experiments not only verified the setup versus previous researchers, but also served as controls for the curved channel geometry experiments. Comparing the results of the straight channel experiments to each of the curved channel geometries showed that there were no measurable differences within the experimental uncertainty.
机译:盐水入侵经常困扰生态系统和市政当局。工程和科学的几个领域已经通过物理和数值建模对各种条件下的流动进行了量化和描述。然而,尚未研究复杂的纵向通道几何形状对传播的盐水入侵锋面的影响。进行这项研究是为了检查这种情况并建立纵向通道几何形状与重要流动参数之间的关系。建造了一个主要透明的明渠水槽,可以模块化地形成几个弯曲的槽形。将该水槽连接到装有释放门的容器上。两个水头均等,水箱中充满盐水,水槽中充满淡水。放开了大门,并通过录像记录了入侵楔形物。然后使用无量纲参数将数据关联起来。使用直通道设置验证了该设备,并将其与以前的研究人员收集的数据进行了比较。另外,进行了完整的实验不确定性分析,以显示数据的准确性。进行了56次实验。对于每个通道的几何形状,在不同的条件下(10 ppt,25 ppt,60 ppt和25 ppt,通道底部粗糙)重复进行四个实验。有7种实验设置,包括大半径(22.5英寸中心线)180度弯曲,小半径(12.5英寸中心线)半径180度弯曲,90度大小弯曲,S曲线大小弯曲,以及直通道。直通道实验的结果不仅验证了与先前研究人员相比的设置,而且还用作弯曲通道几何实验的对照。将直通道实验的结果与每个弯曲通道的几何形状进行比较,发现在实验不确定性范围内没有可测量的差异。

著录项

  • 作者

    Martin, James Robert, Jr.;

  • 作者单位

    Tulane University.;

  • 授予单位 Tulane University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 184 p.
  • 总页数 184
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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