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Hydraulics and flow modelling of water treatment wetlands constructed on peatlands in Northern Finland

机译:在芬兰北部泥炭地上建造的水处理湿地的水力和水流模型

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In this study, we evaluated flow structure, effective flow area (A_(eff)) and effective porosity (θ_(eff)) in three peatlands using the stable isotope ~(18)O/~(16)O ratio and tracer tests. We also applied the readily available groundwater modelling MODFLOW code for wetland flow modelling and simulated in one study site how the hydraulic performance of the wetland will be improved by changing the design of the distribution ditch. Preferential flow paths occurred in all three studied wetlands and A_(eff) varied from 40% to 90% of total wetland area while θ_(eff) was 0.75-0.99. Constructed flow models accurately simulated the hydraulic head across wetlands (r~2 = 0.95-0.99). Similarities between the flow models and the stable isotope distributions observed in. this study suggest possibilities in using MODFLOW to design peatlands. The improvement of the inlet ditch configuration (ditch length/wetland width > 0.45) can prevent or reduce short-circuiting and dead zones in peatlands treating wastewater.
机译:在这项研究中,我们使用稳定同位素〜(18)O /〜(16)O比和示踪剂测试评估了三个泥炭地的流动结构,有效流动面积(A_(eff))和有效孔隙率(θ_(eff))。我们还使用了现成的地下水模型MODFLOW代码进行湿地水流建模,并在一个研究现场进行了模拟,以通过更改分配沟的设计来改善湿地的水力性能。在所有三个研究湿地中均出现了优先流动路径,A_(eff)在总湿地面积的40%到90%之间变化,而θ_(eff)为0.75-0.99。建立的流动模型可以精确地模拟湿地上的水头(r〜2 = 0.95-0.99)。流动模型与观测到的稳定同位素分布之间的相似之处。本研究表明使用MODFLOW设计泥炭地的可能性。进水沟结构的改进(沟长/湿地宽度> 0.45)可以防止或减少处理废水的泥炭地的短路和死区。

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