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追踪和稀释来自波士顿污水排放口的污水羽流。

Plume tracking and dilution of effluent from the Boston sewage outfall.

机构信息

Battelle Memorial Institute, Duxbury, MA 02332, USA.

出版信息

Mar Environ Res. 2010 Aug;70(2):150-61. doi: 10.1016/j.marenvres.2010.04.005. Epub 2010 Apr 18.

Abstract

Field surveys were conducted on the Boston sewage outfall plume to test and certify the outfall's initial dilution in the near field and to investigate its dispersion in the far field. Rhodamine WT dye was added to the effluent at the treatment plant at a constant concentration over a 6-h period and tracked offshore over three days. During the near-field surveys, the current was flowing closely parallel to the diffuser, resulting in the wastefield spreading laterally as a dynamic density current at a rate that was closely predicted by theoretical equations. The plume was submerged by the oceanic density stratification, with a minimum initial dilution of about 102 within a few tens of meters from the diffuser. The initial dilution and the other near-field characteristics were in good agreement with predictions of mathematical models and with the physical model study on which the diffuser design was based. After a travel time of 24h, the dye patch was still intact and oceanographic mixing and dispersion had increased dilution by a factor of about two to more than 200:1. After 48h, the plume had broken into large patches, and most dilutions considerably exceeded 400 with an average dilution of order 1000. For the approximately 52h that the dye patch was followed in the far field, mixing was due to lateral diffusion; vertical mixing was negligible. This slow vertical mixing is due to the stable density stratification in the water column. The outfall is performing as designed. The field surveys provided a strong confirmation of the ability of small-scale laboratory model studies to replicate and predict the near-field characteristics of ocean wastewater outfalls. They also increase the confidence that mathematical models can be used to reliably estimate initial dilution under other effluent flows, oceanographic conditions, and stratification regimes.

摘要

对波士顿污水排放口羽流进行了现场调查,以测试和验证排放口在近场的初始稀释度,并研究其在远场的扩散情况。在污水处理厂,将罗丹明 WT 染料以恒定浓度连续添加到污水中 6 小时,并在三天内跟踪其在近海的扩散情况。在近场调查中,海流与扩散器平行流动,导致污水场以动态密度流的形式横向扩展,扩展速度与理论方程的预测非常接近。羽流被海洋密度分层所淹没,在离扩散器几十米的范围内,初始稀释度约为 102。初始稀释度和其他近场特征与数学模型的预测以及基于扩散器设计的物理模型研究非常吻合。经过 24 小时的传播时间后,染料斑块仍然完整,海洋混合和扩散使稀释度增加了约两倍,达到 200:1 以上。48 小时后,羽流已经分裂成大斑块,大多数稀释度大大超过 400,平均稀释度约为 1000。在远场跟踪染料斑块的大约 52 小时内,混合是由于侧向扩散;垂直混合可以忽略不计。这种缓慢的垂直混合是由于水柱中稳定的密度分层。排放口的运行符合设计要求。现场调查有力地证实了小型实验室模型研究能够复制和预测海洋废水排放口的近场特征的能力。它们还增加了信心,即数学模型可以可靠地估计在其他污水流量、海洋条件和分层条件下的初始稀释度。

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