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An Analytical Solution to Model Aquaculture Wetlands Subject to Intermittent Loading and Variable Initial Concentrations

机译:间歇负荷和初始浓度可变的水产养殖湿地模型的解析解决方案

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Constructed wetlands are increasingly being used to treat intermittent releases of wastewaters from aquaculture ponds. Most constructed wetland design protocols are based on steady-state releases and as such are incapable of characterizing transient pollutant distribution arising from intermittent releases. Given the seasonal nature of aquaculture operations, the constructed wetland has to be developed using water from other nearby sources (termed as fill water in this study). In some instances, the pollutant concentrations in the fill water are noted to be greater than that measured in the aquaculture ponds. Also, the pollutants in the wetland may exhibit spatial variability due to geochemical interactions with wetland soils. These effects cannot be captured with existing steady-state design schemes. A mathematical model based on the tanks-in-series conceptualization is developed to overcome the aforementioned limitations. An analytical solution for multiple intermittent releases and spatially varying initial concentrations is obtained using Laplace transform and superposition techniques. The utility of the developed model is illustrated using an example based after a constructed wetland at the Loma Alta Shrimp Aquaculture Facility (LASAF) in South Texas. The developed model captures the extremely nonlinear relationship between the maximum discharge concentration and the hydraulic residence time. For the conditions assumed in this study, the extent of mixing is not of major concern when the spacing between the loadings is greater than 0.75 times the hydraulic residence time (HRT). Model results also suggest that the wetland should be oriented in a manner such that the internal geochemical production of the pollutant, if any, is near the inlet.
机译:人工湿地正越来越多地用于处理水产养殖池中间歇排放的废水。大多数构造的湿地设计方案均基于稳态释放,因此无法表征间歇性释放引起的瞬时污染物分布。考虑到水产养殖活动的季节性性质,必须使用附近其他水源(在本研究中称为补给水)开发人工湿地。在某些情况下,注水中的污染物浓度要比水产养殖池中的浓度高。同样,由于与湿地土壤的地球化学相互作用,湿地中的污染物可能表现出空间变异性。现有的稳态设计方案无法捕获这些影响。为了克服上述局限性,开发了基于串联坦克概念化的数学模型。使用Laplace变换和叠加技术可以获得多个间歇释放和空间上变化的初始浓度的分析解决方案。使用一个示例说明了开发的模型的效用,该示例以德克萨斯州南部的Loma Alta虾养殖设施(LASAF)的人工湿地为基础。开发的模型捕获最大排放浓度与水力停留时间之间的极端非线性关系。对于本研究中假设的条件,当载荷之间的间隔大于水力停留时间(HRT)的0.75倍时,混合程度并不是主要问题。模型结果还表明,湿地的取向应使污染物的内部地球化学生产(如果有)位于进口附近。

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