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奥斯陆阿尔纳水道城市雨水处理的优先级确定与规划。

Prioritising and planning of urban stormwater treatment in the Alna watercourse in Oslo.

作者信息

Nordeidet B, Nordeide T, Astebøl S O, Hvitved-Jacobsen T

机构信息

Interconsult ASA, Altaveien 96, P.O. Box 98, 9501 Alta, Norway.

出版信息

Sci Total Environ. 2004 Dec 1;334-335:231-8. doi: 10.1016/j.scitotenv.2004.04.040.

Abstract

The Oslo municipal Water and Sewage Works (VAV) intends to improve the water quality in the Alna watercourse, in particular, with regards to the biological diversity. In order to reduce existing discharges of polluted urban stormwater, a study has been carried out to rank subcatchment areas in descending order of magnitude and to assess possible measures. An overall ranking methodology was developed in order to identify and select the most suitable subcatchment areas for further assessment studies (74 subcatchment/drainage areas). The municipality's comprehensive geographical information system (GIS) was applied as a base for the ranking. A weighted ranking based on three selected parameters was chosen from several major influencing factors, namely total yearly discharge (kg pollution/year), specific pollution discharge (kg/area/year) and existing stormwater system (pipe lengths/area). Results show that the highest 15 ranked catchment areas accounted for 70% of the total calculated pollution load of heavy metals. The highest ranked areas are strongly influenced by three major highways. Based on the results from similar field studies, it would be possible to remove 75-85% of total solids and about 50-80% of heavy metals using wet detention ponds as Best Available Technology (BAT). Based on the final ranking, two subcatchment areas were selected for further practical assessment of possible measures. VAV plans to use wet detention ponds, in combination with other measures when relevant, to treat the urban runoff. Using calculated loading and aerial photographs (all done in the same GIS environment), a preliminary sketch design and location of ponds were performed. The resulting GIS methodology for urban stormwater management will be used as input to a holistic and long-term planning process for the management of the watercourse, taking into account future urban development and other pollution sources.

摘要

奥斯陆市自来水与污水处理厂(VAV)打算改善阿尔纳水道的水质,尤其是在生物多样性方面。为了减少城市污水中污染物的现有排放量,已开展一项研究,以便按面积大小降序排列子汇水区域,并评估可能采取的措施。为了识别和选择最适合的子汇水区域进行进一步评估研究(74个子汇水/排水区域),开发了一种总体排名方法。该市的综合地理信息系统(GIS)被用作排名的基础。从几个主要影响因素中选择了基于三个选定参数的加权排名,即年总排放量(千克污染物/年)、单位面积污染排放量(千克/面积/年)和现有雨水系统(管道长度/面积)。结果表明,排名最高的15个汇水区域占重金属计算总污染负荷的70%。排名最高的区域受到三条主要高速公路的强烈影响。根据类似实地研究的结果,使用湿式滞留池作为最佳可行技术(BAT),有可能去除75 - 85%的总固体和大约50 - 80%的重金属。根据最终排名,选择了两个子汇水区域对可能的措施进行进一步的实际评估。VAV计划使用湿式滞留池,并在相关时结合其他措施来处理城市径流。利用计算得出的负荷和航拍照片(所有这些都在同一个GIS环境中完成),进行了池塘的初步草图设计和选址。由此产生的用于城市雨水管理的GIS方法将作为对水道管理的整体和长期规划过程的输入,同时考虑到未来的城市发展和其他污染源。

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