期刊论文详细信息
JOURNAL OF ENVIRONMENTAL MANAGEMENT 卷:277
Modeling the hydrologic effects of watershed-scale green roof implementation in the Pacific Northwest, United States
Article
Barnhart, Brad1  Pettus, Paul1  Halama, Jonathan1  McKane, Robert1  Mayer, Paul1  Djang, Kevin2  Brookes, Allen1  Moskal, L. Monika3,4 
[1] US EPA, Off Res & Dev, Ctr Publ Hlth & Environm Assessment, Pacific Ecol Syst Div, 200 SW 35th St, Corvallis, OR 97330 USA
[2] US EPA, Inoventures LLC, Ctr Publ Hlth & Environm Assessment, Pacific Ecol Syst Div, Corvallis, OR USA
[3] Univ Washington, Coll Environm, Precis Forestry Cooperat, Sch Environm & Forest Sci, Seattle, WA 98195 USA
[4] Univ Washington, Remote Sensing & Geospatial Anal Lab, Sch Environm & Forest Sci, Seattle, WA 98195 USA
关键词: Green roofs;    Urban watershed modeling;    VELMA;    Stormwater;   
DOI  :  10.1016/j.jenvman.2020.111418
来源: Elsevier
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【 摘 要 】

Green roofs are among the most popular type of green infrastructure implemented in highly urbanized watersheds due to their low cost and efficient utilization of unused or under-used space. In this study, we examined the effectiveness of green roofs to attenuate stormwater runoff across a large metropolitan area in the Pacific Northwest, United States. We utilized a spatially explicit ecohydrological watershed model called Visualizing Ecosystem Land Management Assessments (VELMA) to simulate the resulting stormwater hydrology of implementing green roofs over 25%, 50%, 75%, and 100% of existing buildings within four urban watersheds in Seattle, Washington, United States. We simulated the effects of two types of green roofs: extensive green roofs, which are characterized by shallow soil profiles and short vegetative cover, and intensive green roofs, which are characterized by deeper soil profiles and can support larger vegetation. While buildings only comprise approximately 10% of the total area within each of the four watersheds, our simulations showed that 100% implementation of green roofs on these buildings can achieve approximately 10-15% and 20-25% mean annual runoff reductions for extensive and intensive green roofs, respectively, over a 28-year simulation. These results provide an upper limit for volume reductions achievable by green roofs in these urban watersheds. We also showed that stormwater runoff reductions are proportionately smaller during higher flow regimes caused by increased precipitation, likely due to the limited storage capacity of saturated green roofs. In general, green roofs can be effective at reducing stormwater runoff, and their effectiveness is limited by both their areal extent and storage capacity. Our results showed that green roof implementation can be an effective stormwater management tool in highly urban areas, and we demonstrated that our modeling approach can be used to assess the watershed-scale hydrologic impacts of the widespread adoption of green roofs across large metropolitan areas.

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