4.7 Article

Cost effectiveness of nutrient retention in constructed wetlands at a landscape level

期刊

JOURNAL OF ENVIRONMENTAL MANAGEMENT
卷 324, 期 -, 页码 -

出版社

ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.jenvman.2022.116325

关键词

Constructed wetlands; Nitrogen; Phosphorus; Modelling; Cost effectiveness

资金

  1. Swedish University of Agricul-tural Sciences - LIFE IP Rich Waters
  2. Swedish Environmental Protection Agency
  3. [802-0083-19]

向作者/读者索取更多资源

This study assessed the cost-efficiency of 233 constructed wetlands in two regions of Sweden using a three-step modelling approach. The results showed that many constructed wetlands had low nutrient retention due to their suboptimal location in catchments, leading to low cost-efficiency. Some high cost-efficiency wetlands were identified, but further guidance and instructions are needed to improve their cost-efficiency.
Since 1990, over 13 000 ha of constructed wetlands (CWs) have been implemented to increase biodiversity and reduce nitrogen (N) and phosphorus (P) loads to Swedish waters. Despite the considerable number of CWs and ambitious investments planned for the coming three years, there is limited follow up of cost-efficiency of catchment- and landscape-scale nutrient retention by existing CWs. Such follow up evaluation could provide clear guidance regarding optimal size and location of future CWs. We present a three-step modelling approach to assess cost-efficiency of 233 CWs in two Swedish regions (East, 4321 km2, and West, 916 km2). Modelled nutrient retention in CWs was predominantly low, especially in the East, due to their suboptimal location in catchments, e.g., with inadequate upstream areas (low hydraulic loads) and/or low share of arable land (low nutrient loads). Suboptimal location of CWs generates both higher than necessary costs and low area-specific nutrient retention, leading to low cost-efficiency. Some high cost-efficiency CWs were identified, especially for N retention in the West. To increase their cost-efficiency, continued investments in CWs require clear guidance and instructions. To achieve optimal placement, both CW site and size in relation to incoming hydraulic and nutrient loads must be considered.

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