TY - JOUR
T1 - Hydrologic attenuation and the hydrologic benefits of implementing eco-productive green roofs in marginal urban areas
AU - Torres Abello, Andres Eduardo
AU - Oviedo, Nicolás
N1 - Publisher Copyright:
©2014 Pontificia Universidad Javeriana. All rights Reserved.
PY - 2014/11/20
Y1 - 2014/11/20
N2 - In the present study, the hydrologic attenuation of an ecoproductive green roof is assessed using three indicators: lag-time, runoff coefficient and water volume retention. Two types of plants-an herbaceous (Lactuca sativa) and a Cruciferae (Raphanus sativus)-were utilized in this analysis of eight rain events monitored on four houses in the La Isla neighborhood of Soacha, Colombia (4° 34’ 22.3”, 74° 10’ 53.5”; 2,701 meters above sea level). Maximum lag-times, volumetric retention percentage and minimum equivalent runoff coefficients of 32 minutes, 80% and 0.1, respectively, were obtained. The hydrologic benefits of implementing such green roofs is determined by comparing the drainage infrastructure required with and without green roofs and by assessing the probability of flooding at the study site with or without green roofs. In order to analyze these benefits, the Monte Carlo simulation method allows observation of the hydraulic behavior of sewers in drainage areas where green roofs are implemented. When the green roofs are installed, a maximum savings (in economic terms) of approximately 22% and a reduction in flooding probability of approximately 35% are observed.
AB - In the present study, the hydrologic attenuation of an ecoproductive green roof is assessed using three indicators: lag-time, runoff coefficient and water volume retention. Two types of plants-an herbaceous (Lactuca sativa) and a Cruciferae (Raphanus sativus)-were utilized in this analysis of eight rain events monitored on four houses in the La Isla neighborhood of Soacha, Colombia (4° 34’ 22.3”, 74° 10’ 53.5”; 2,701 meters above sea level). Maximum lag-times, volumetric retention percentage and minimum equivalent runoff coefficients of 32 minutes, 80% and 0.1, respectively, were obtained. The hydrologic benefits of implementing such green roofs is determined by comparing the drainage infrastructure required with and without green roofs and by assessing the probability of flooding at the study site with or without green roofs. In order to analyze these benefits, the Monte Carlo simulation method allows observation of the hydraulic behavior of sewers in drainage areas where green roofs are implemented. When the green roofs are installed, a maximum savings (in economic terms) of approximately 22% and a reduction in flooding probability of approximately 35% are observed.
KW - Runoff coefficient
KW - productive green roof
KW - Kernel estimators
KW - flooding probabilities
KW - Coeficiente de escorrentía
KW - techo verde productivo
KW - estimadores de Kernel
KW - probabilidad de inundación
UR - http://www.redalyc.org/articulo.oa?id=47732595005
UR - https://revistas.javeriana.edu.co/index.php/iyu/article/view/5169
U2 - 10.11144/Javeriana.IYU18-2.hahb
DO - 10.11144/Javeriana.IYU18-2.hahb
M3 - Article
AN - SCOPUS:84924861165
SN - 0123-2126
VL - 18
SP - 291
EP - 308
JO - Ingenieria y Universidad
JF - Ingenieria y Universidad
IS - 2
ER -