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Analysis of the effect of varying port spacing on initial dilution for a multiport outfall diffuser.

机译:分析多端口出水口扩散器的端口间距变化对初始稀释的影响。

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摘要

Mathematical Models were developed to investigate the effect of changing port spacings on the initial dilution for buoyant jets discharged from multiport outfall diffuser into stagnant, uniform or stratified receiving water.; Two mathematical modeling approaches were used in this research: Asymptotic Solution and Integral Method. Dimensional analysis and characteristic scale arguments provide the essence of the Asymptotic Solution. This has been of particular value in obtaining rough checks on the predictions of mathematical models. Numerical analysis by the traditional Integral Method, which considers the interaction and merging of individual port discharges, has also been performed.; The flow field consists of two zones. Near the source, the individual round jets behave like single jets. At a certain distance away from the discharge point, they merge together and resemble a two-dimensional slot jet. The transition from one zone to the other is taken to be either (1) when the round jet width is equal to the jet spacing, or (2) when the entrainment based on round jet analysis and slot jet analysis are equal. The results for each of these approaches are found to be virtually identical.; The numerical calculations were presented graphically and some interesting physical phenomena were observed. For a typical outfall application discharging into either uniform or stratified ambient fluids, the optimal port spacing to produce maximum initial dilution is 5 ± 1m. The effect of varying the port spacing was predicted quite well by the current models.; To determine the reliability of application of the models, the results from four previous laboratory studies were compared to dilutions calculated from the present model. The model predictions were also compared to previous numerical model studies. These comparisons demonstrate quite convincingly that the results from the current model are much closer than previous calculations to the experimental values, with regard to initial dilutions for ocean sewage outfall diffuser discharging into stagnant water with or without density stratification.
机译:建立了数学模型,以研究改变端口间距对从多端口排出口扩散器排放到停滞,均匀或分层的接收水中的浮力射流的初始稀释的影响。本研究使用两种数学建模方法:渐近解积分方法。维度分析和特征尺度论证提供了渐近解的本质。这在获得对数学模型预测的粗略检查中特别有价值。传统的积分方法也进行了数值分析,其中考虑了各个端口排放的相互作用和合并。流场由两个区域组成。在源头附近,单个圆形喷嘴的行为类似于单个喷嘴。在离排放点一定距离的地方,它们合并在一起,类似于二维缝隙射流。从一个区域到另一个区域的过渡被认为是(1)当圆形射流宽度等于射流间距时,或(2)当基于圆形射流分析和狭缝射流分析的夹带相等时。发现每种方法的结果实际上是相同的。数值计算以图形方式给出,并观察到一些有趣的物理现象。对于排放到均匀或分层环境流体中的典型排污应用,产生最大初始稀释度的最佳端口间距为5±1m。当前模型很好地预测了改变端口间距的效果。为了确定模型应用的可靠性,将之前四次实验室研究的结果与根据当前模型计算出的稀释度进行了比较。模型的预测结果也与以前的数值模型研究进行了比较。这些比较非常有力地证明,就将海洋污水排污口扩散器排放到有或没有密度分层的停滞水中的初始稀释度而言,当前模型的结果比以前的计算值更接近实验值。

著录项

  • 作者

    Chiu, Chiung-Yao.;

  • 作者单位

    University of Southern California.;

  • 授予单位 University of Southern California.;
  • 学科 Engineering Civil.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 146 p.
  • 总页数 146
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;环境污染及其防治;
  • 关键词

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