Modelling green roof stormwater response for different soil depths

被引:66
作者
Feitosa, Renato Castiglia [1 ]
Wilkinson, Sara [2 ]
机构
[1] Oswaldo Cruz Fdn Fiocruz, Natl Sch Publ Hlth, Dept Sanitat & Environm Hlth, Ave Leopoldo Bulhoes 1480, BR-21041210 Rio De Janeiro, Brazil
[2] Univ Technol, Sch Built Environm, Design Architecture & Bldg, P0B 123 Broadway, Sydney, NSW 2007, Australia
关键词
Green roofs; Modelling; Stormwater run-off; RUNOFF WATER QUANTITY; HYDROLOGIC PERFORMANCE; HYDRAULIC CONDUCTIVITY; SUBTROPICAL CLIMATE; NEW-ZEALAND; RETENTION; QUALITY; MANAGEMENT; DETENTION; MEDIA;
D O I
10.1016/j.landurbplan.2016.05.007
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Green roofs have been proposed as a way to mitigate stormwater run-off in urban areas due to the possibility of retrofit to existing buildings. The amount of run-off is influenced by the, humidity, evapotranspiration, as well as soil type and depth. A modelling approach was undertaken to evaluate the response of different soil depths to cumulative rainfall and the efficiency in stormwater flow rate attenuation. The soil hydraulics were modelled using HYDRUS-1D software developed for modelling water flow in variably saturated porous media. Model runs were carried out for three quarterly scenarios to determine run-off peak flow rates and the overall retention, based on evapotranspiration rates of succulent plants and rainfall registers from Auckland, New Zealand. The soil depths modelled ranged from 5 to 160 cm. The efficiencies in peak flow attenuation by the shallowest soil considered were reduced under extreme and longer rainfall events by 3%. Therefore shallow soil or extensive green roofs may, on a wide scale, overcome the performance of deep soils due to their lighter weight which adds limited loads to existing roof structures thereby making them suited to retrofit greater numbers of buildings. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:170 / 179
页数:10
相关论文
共 38 条
[1]  
[Anonymous], 3 COL STAT U FORT CO
[2]  
Berghage R., 2007, QUANTIFYING EVAPORAT
[3]   Green roof performance towards management of runoff water quantity and quality: A review [J].
Berndtsson, Justyna Czemiel .
ECOLOGICAL ENGINEERING, 2010, 36 (04) :351-360
[4]   Comparison of soil hydraulic parameterizations for mesoscale meteorological models [J].
Braun, FJ ;
Schädler, G .
JOURNAL OF APPLIED METEOROLOGY, 2005, 44 (07) :1116-1132
[5]   A Pilot-Scale Evaluation of Greenroof Runoff Retention, Detention, and Quality [J].
Buccola, Norman ;
Spolek, Graig .
WATER AIR AND SOIL POLLUTION, 2011, 216 (1-4) :83-92
[6]   SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA [J].
CAMPBELL, GS .
SOIL SCIENCE, 1974, 117 (06) :311-314
[7]   DEVELOPING JOINT PROBABILITY-DISTRIBUTIONS OF SOIL-WATER RETENTION CHARACTERISTICS [J].
CARSEL, RF ;
PARRISH, RS .
WATER RESOURCES RESEARCH, 1988, 24 (05) :755-769
[8]   Vegetated roofs for stormwater management at multiple spatial scales [J].
Carter, Timothy ;
Jackson, C. Rhett .
LANDSCAPE AND URBAN PLANNING, 2007, 80 (1-2) :84-94
[9]  
CLAPP RB, 1978, WATER RESOUR RES, V14, P601, DOI 10.1029/WR014i004p00601
[10]  
Dunnet N., 2004, PLANTING GREEN ROOFS