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首页> 外文期刊>International journal of river basin management >Modelling diffuse nitrogen loadings of ungauged and unmonitored lakes in Denmark: application of an integrated modelling framework
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Modelling diffuse nitrogen loadings of ungauged and unmonitored lakes in Denmark: application of an integrated modelling framework

机译:对丹麦未开挖和未监测的湖泊中的弥散氮负荷进行建模:集成建模框架的应用

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摘要

According to the EU Water Framework Directive all freshwater bodies must obtain good ecological status by 2015. In Denmark this means that all lakes with a surface area above 5 ha (~600 lakes) must be evaluated individually and mitigation measures must be enforced if the ecological status is below "good". In consequence, the nutrient pressures from point and diffuse sources must be assessed based on a quantification of the nutrient loading of each lake. In this study we focus on the loading of nitrogen. Few of the 600 lakes are monitored for runoff and nitrogen loading. Therefore, a national 3D hydrological model covering all major parts of the country was used to estimate runoff from the lake catchments. The diffuse nitrogen input to each lake was simulated with an empirical nitrogen model. Where lakes are located upstream/downstream of each other, a calculation chain involving the nitrogen retention in lakes was created. A case study was selected using a large river basin including 23 lakes in Denmark. The cost-effectiveness of reducing nitrogen loadings from different sub-catchments in the case study river basin to the sea was calculated. The cost-effectiveness associated with reducing the N-loading from the most expensive sub-catchment is shown to be 20 times more expensive than from the cheapest sub-catchment.
机译:根据欧盟水框架指令,所有淡水体必须在2015年前获得良好的生态状况。在丹麦,这意味着所有表面积大于5公顷的湖泊(〜600个湖泊)都必须进行单独评估,并且如果生态环境良好,必须采取缓解措施状态低于“良好”。因此,必须基于每个湖泊养分含量的量化评估点源和分散源的养分压力。在这项研究中,我们集中于氮的负载。对600个湖泊中的几个进行径流和氮负荷监测。因此,使用覆盖了该国所有主要地区的国家3D水文模型来估算湖泊流域的径流。使用经验氮模型模拟了向每个湖泊输入的扩散氮。在湖泊位于彼此上游/下游的地方,创建了一个涉及湖泊中氮保留的计算链。使用一个大型流域选择了一个案例研究,该流域包括丹麦的23个湖泊。计算了案例研究流域到海中减少不同子汇水区氮负荷的成本效益。与减少最昂贵的子集水区的氮负荷相关的成本效益比最便宜的子集水区高20倍。

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