Vegetated roofs for stormwater management at multiple spatial scales

被引:226
作者
Carter, Timothy [1 ]
Jackson, C. Rhett
机构
[1] Univ Georgia, Inst Ecol, Athens, GA 30606 USA
[2] Univ Georgia, Warnell Sch Forest Resources, Athens, GA 30606 USA
关键词
hydrology; green roof; urbanization; watershed; best management practice; URBAN; IMPACTS; RUNOFF; IMPERVIOUSNESS; URBANIZATION; STREAMS; FISH;
D O I
10.1016/j.landurbplan.2006.06.005
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Stormwater runoff from impervious surfaces and other urban land cover is particularly detrimental to receiving water bodies in urban centers. A variety of management practices exist to combat the environmental degradation associated with the altered hydrology in urban areas. Vegetated, or green, roofs are emerging as one of these stormwater management tools in the United States. Investigations have primarily been focused on roof-scale processes such as individual roof stormwater retention, plant growth, or growing media composition. Few studies have examined the impact that widespread green roof application could have on the hydrology of a real-world watershed. Using local green roof stormwater retention data, this study modeled hydrologic effects of green roofing scenarios in an urban watershed at a variety of spatial scales. A detailed spatial analysis demonstrated areas of the watershed where green roofs would significantly reduce the total impervious area and provide additional stormwater storage. Hydrologic modeling demonstrated that widespread green roof implementation, can significantly reduce peak runoff rates, particularly for small storm events. This analysis recommends the use of vegetative roofs as an abstractive stormwater best management practice in urban watersheds to replicate the interception and evapotranspiration aspects of the water cycle found in less disturbed environments. (c) 2006 Elsevier B.V. All rights reserved.
引用
收藏
页码:84 / 94
页数:11
相关论文
共 34 条
[1]   EFFECTIVE IMPERVIOUS AREA IN URBAN RUNOFF MODELING [J].
ALLEY, WM ;
VEENHUIS, JE .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (02) :313-319
[2]  
[Anonymous], WAT PROT RES MON
[3]  
*ARC, 2001, GEORG STORMW MAN MAN
[4]   Urbanization of aquatic systems: Degradation thresholds, stormwater detection, and the limits of mitigation [J].
Booth, DB ;
Jackson, CR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1997, 33 (05) :1077-1090
[5]  
*BOSS INT, 2005, STORMNET BUILD
[6]   Modeled impacts of development type on runoff volume and infiltration performance [J].
Brander, KE ;
Owen, KE ;
Potter, KW .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2004, 40 (04) :961-969
[7]  
CARTER TL, IN PRESS J AM WATER
[8]  
COOMBES PJ, 2002, URBAN WATER, V4, P307, DOI DOI 10.1016/S1462-0758(02)00028-6
[9]  
DENARDO JC, 2003, ASAE M ST JOS MICH
[10]   Hydraulic geometry relationships for urban streams throughout the piedmont of North Carolina [J].
Doll, BA ;
Wise-Frederick, DE ;
Buckner, CM ;
Wilkerson, SD ;
Harman, WA ;
Smith, RE ;
Spooner, J .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2002, 38 (03) :641-651