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Mathematical model development for non-point source in-stream pollutant transport

机译:非点源流域污染物运输的数学模型开发

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Non-point source pollution is a primary cause for concern globally. Various models have been developed to tackle this situation with much emphasis placed on best management practices. This practice has, however, proven to be insufficient to solve the NPS pollution situation. Existing non-point source models are watershed-based and complicated both in operation, parameter estimation and data requirements. A non-point source model is proposed using the concept of the Hybrid Cells in Series model. The model is a three-parameter model made up of three bones, which describes pure advection through time delay in a plug zone, with combined advection and dispersion occurring when the other two zones are considered as thoroughly mixed. The proposed model is tested using synthetic data and field data from the Snake River, Colorado, USA, obtained from literature. Simulations were performed at four sample points; two from the tracer injection point along the Snake River before a confluence and two further downstream after the confluence. A regression analysis was carried out to determine the model's capability to simulate pollutant transport for the four sampling points. The coefficients of determination are 0.98, 0.94, 0.84 and 0.97 while the standard error for each reach is 2.28E-2, 2.70E-2, 2.32E-2 and 9.35E-3 respectively. The results show good agreement between the measured and the simulated data. The response of the C-t profiles produced by the proposed model for both synthetic and field data demonstrates its ability to effectively simulate pollutant transport in natural rivers subject to non-point source pollution.
机译:非点源污染是全球关注的主要原因。已经开发出各种模型来解决这种情况,并强调最佳管理实践。然而,这种做法已被证明不足以解决NPS污染情况。现有的非点源模型是基于流域的,并且在操作中,参数估计和数据要求都很复杂。使用串联模型中的混合电池的概念提出了非点源模型。该模型是由三个骨骼组成的三参数模型,其描述了通过插头区域的时间延迟来描述纯正平流,随着其他两个区域被认为彻底混合而发生的综合平流和分散。所提出的模型使用来自文学中的科罗拉多州的蛇河,科罗拉多州的蛇河河流和现场数据进行测试。在四个样本点进行模拟;两个来自沿着蛇河沿着跨越汇流的沿着蛇河的沿着汇合的两个进一步下游。进行了回归分析以确定模型模拟四个采样点污染物运输的能力。测定系数为0.98,0.94,0.84和0.97,同时分别为每次达到的标准误差为2.28e-2,20e-2,2.32e-2和9.35e-3。结果显示了测量和模拟数据之间的良好一致性。由合成和现场数据所提出的模型产生的C-T谱的响应表明了其能够在经受非点源污染的自然河流中有效地模拟污染物运输。

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