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Flushing of a Dense Fluid from an Isolated Urban Canyon.

机译:从一个孤立的城市峡谷冲洗稠密流体。

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摘要

The mechanics of shear-driven flushing of a dense fluid from a canyon is investigated through a series of laboratory experiments. Such a flow has many environmental applications including the removal of dense pollutants trapped in urban canyons and the purging of salt water from bed depressions at river mouths. While there is an extensive literature on flow in canyons and cavities for the neutrally buoyant case, the problem of flushing a dense fluid from canyon has received considerably less attention. To understand the dynamics of the mixing and to quantify the buoyant contaminant flushing rate, a broad range of experimental results using multiple techniques to quantify the flushing rate are presented.;First the effect of the fluid density in the canyon, which is parameterized in terms of the flow Richardson number, is examined. For a square canyon a total of 26 experiments were conducted for Richardson numbers ranging from 0.08 to 4.5. The effect of the buoyancy on the in-canyon flow structure is examined and the regime diagram showing the flow observed in different ranges of Richardson number is presented. Also the flushing time and decay rate of the dense fluid is quantified. Three different mean stratifications are observed, namely well-mixed, continuously stratified, and two-layer. Increasing the Richardson number decreases the rate of flushing from the cavity. Curve fits through the measured buoyancy over time were used to calculate the flushing rate.;The effect of canyon aspect ratio on the flushing of a dense fluid is considered through four series of finite release experiments for different aspect ratios (η=0.45, 0.75, 1, 2). A total of 64 experiments are conducted over a range of Richardson numbers. The effect of the canyon width on the observed flow regime, in-canyon vortex structure and buoyancy stratification is demonstrated. Empirical equations for the initial decay rate are also determined for all aspect ratios and their results are compared with the existing data in the literature. For high Richardson numbers which is a two-layer stratification, the lower dense layer in the stratification acts as a soft bottom to the canyon, alters the effective aspect ratio of the canyon and changes the flow dynamics. Narrower canyons were found to flush more slowly as the large scale vortex that drives most of the mixing is restricted laterally and, therefore, does not penetrate deep into the canyon.;An experimental investigation of the effect of the upstream surface roughness is also provided in order to highlight the impact of the upstream boundary properties on the flushing. This is the first such systematic investigation of the role of turbulence intensity on flushing of fluid form a canyon. Three series of tests for different upstream surface roughness (d84 = 1.14, 0.83 and 0 cm) have been conducted. It is shown that the initial purging of dense fluid is driven by the mean flow. However, at later stages, the turbulence within the flow is the dominant cause of mixing.;Finally an analytical model is developed to describe both continuous and finite release flows. A series of continuous release experiments were run in order to measure the exact rate of mixing for a broad range of source buoyancies and layer depths. The results of this two-layer model coupled with a revised equation for non-two layer flow regimes shows a good agreement with the all the experimental data presented in this study. It is shown that all the mixing rate data from the finite release and continuous release experiments collapse onto a single line when parameterized in terms of a layer Richardson number.
机译:通过一系列实验室实验,研究了剪切驱动冲洗峡谷中稠密流体的机理。这种水流具有许多环境应用,包括清除困在城市峡谷中的浓密污染物,以及从河口的河床凹陷中清除盐水。尽管有大量文献报道中性浮力情况下在峡谷和腔体中的流动,但是从峡谷中冲洗稠密流体的问题却很少受到关注。为了了解混合的动力学并量化浮性污染物的冲洗速度,提出了使用多种技术来量化冲洗速度的广泛实验结果。首先,峡谷中流体密度的影响(参数化)理查森数的流,被检查。对于一个方形峡谷,针对Richardson数(范围从0.08到4.5)总共进行了26个实验。检查了浮力对峡谷内流动结构的影响,并给出了表示在不同理查森数范围内观察到的流动的状态图。而且,对稠密流体的冲洗时间和衰减率进行了量化。观察到三种不同的平均分层,即充分混合,连续分层和两层。理查森数的增加降低了从腔中冲洗的速率。通过测量随时间变化的浮力曲线拟合来计算冲洗率。;通过四个系列的不同纵横比的有限释放实验(η= 0.45,0.75, 1、2)。在一系列理查森数上进行了总共64个实验。证明了峡谷宽度对观测的流态,峡谷内涡结构和浮力分层的影响。还确定了所有纵横比的初始衰减率的经验公式,并将其结果与文献中的现有数据进行了比较。对于具有两层分层的高Richardson数,分层中较低的致密层充当了峡谷的软底,改变了峡谷的有效纵横比并改变了流动动力学。狭窄的峡谷被发现冲洗得更慢,因为驱动大部分混合的大规模旋涡在侧面受到限制,因此不会深入峡谷。;还提供了对上游表面粗糙度影响的实验研究为了突出显示上游边界属性对冲洗的影响。这是对湍流强度对冲出峡谷的流体冲刷作用的首次系统研究。已针对不同的上游表面粗糙度(d84 = 1.14、0.83和0 cm)进行了三组测试。结果表明,稠密流体的初始吹扫是由平均流量驱动的。但是,在以后的阶段,流动中的湍流是混合的主要原因。最后,建立了一个分析模型来描述连续和有限释放流动。进行了一系列连续释放实验,以测量各种来源的蓝度和层深度的精确混合速率。该两层模型的结果与非两层流态的修正方程相结合,表明与本研究中提供的所有实验数据都具有良好的一致性。结果表明,当根据层理查森数进行参数化时,来自有限释放和连续释放实验的所有混合速率数据都崩溃在一条直线上。

著录项

  • 作者

    Baratian-Ghorghi, Zahra.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Engineering Civil.;Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 166 p.
  • 总页数 166
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:43:30

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