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Using Turbulence Model Results to Quantify Oxygen Reaeration in an Estuary Dissolved Oxygen Model

机译:使用湍流模型结果来量化河口溶解氧模型中的氧气通量

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摘要

An alternate means of quantifying oxygen reaeration was investigated in a model of dissolved oxygen in an estuary. The three-dimensional hydrodynamic and water quality model EFDC was used to simulate dissolved oxygen (DO) conditions in North Carolina's Lower Cape Fear River Estuary. A review of DO monitoring data showed that the upper portion of the water column was frequently undersaturated with respect to dissolved oxygen even though hypoxia was not usually observed in the bottom waters. In the impaired area of the estuary, surface reaeration was expected to be a significant source of DO to the water column.rnEven though reaeration has been shown to be dependent on the local energy dissipation rate near the water surface, water quality models typically use macroscale measurements of wind and water velocity to establish the reaeration rate coefficient. In this study we investigated the use of results from the turbulence closure submodel of a hydrodynamic model to quantify the local energy dissipation rate and, in turn, the dissolved oxygen mass transfer coefficient. Significant differences were seen in the statistical distribution of reaeration rates. The existing formulation showed a log-normal distribution, with a relatively small number of high reaeration rates. The new formulation showed a higher abundance of relatively high reaeration rates, and these high rates were seen more often during the summer period when DO was lowest in the estuary. Although the differences in predicted DO between the two methods were not dramatic, minimum DO in the estuary was as much as 1.0 mg/L higher using the new formulation. Based upon these results, it does seem that further investigation of the method for quantifying reaeration rate in estuarine water quality models is justified.
机译:在河口中的溶解氧模型中研究了量化氧气反应的另一种方法。三维水动力和水质模型EFDC用于模拟北卡罗来纳州下卡普尔菲尔河河口的溶解氧(DO)条件。溶解氧监测数据的回顾表明,即使在底部水域通常未观察到缺氧,水柱的上部相对于溶解氧也经常不饱和。在河口受损地区,预计地表污染是水柱中溶解氧的重要来源。rn尽管已表明,地表污染取决于水面附近的局部能量耗散率,但水质模型通常使用宏观尺度测量风速和水速,以建立反应速率系数。在这项研究中,我们研究了利用流体动力学模型的湍流闭合子模型的结果来量化局部能量耗散率,进而量化了溶解氧的传质系数。在发芽率的统计分布中看到了显着差异。现有的配方显示出对数正态分布,且相对较高的返修率。新配方显示出较高的相对高采收率,并且在河口溶解氧最低的夏季期间,这种较高的采收率更为常见。尽管两种方法之间预测的溶解氧差异并不显着,但使用新配方后,河口的最低溶解氧却高出1.0 mg / L。基于这些结果,似乎有必要进一步研究在河口水质模型中定量反应率的方法。

著录项

  • 来源
    《Estuarine and coastal modeling》|2007年|633-650|共18页
  • 会议地点 Newport RI(US);Newport RI(US)
  • 作者单位

    Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte NC 28223, (704) 687-2304;

    Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte NC 28223, (704) 687-2304;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 海洋工程;
  • 关键词

  • 入库时间 2022-08-26 13:59:55

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