ABSTRACT
Population increase, climate change and soil impermeability are factors causing floods in large urban centres. Such places also always have water shortage problems. This research aims to evaluate the influence of rainwater harvesting in residential buildings on stormwater in a basin located in southern Brazil (Rio Cachoeira Basin). Urbanised and non-urbanised areas, soil types, curve numbers and time of concentration of each sub-basin were taken into account. Through the HEC-HMS programme, it was possible to calculate hydrographs for the base scenario (when there is no rainwater harvesting). Then, rainwater tanks for the residential buildings were sized using the computer programme Netuno. In the second scenario, there is rainwater harvesting in all residential buildings. Thus, the hydrographs for the second scenario were also calculated. The peak flow reduction potentials for the sub-basins ranged from 2.7% to 14.3%. The highest percentage (14.3%) did not occur in the sub-basin with the most extensive roof area; such highest peak flow reduction occurred in Bom Retiro sub-basin. In Bom Retiro sub-basin, there are more houses than multi-storey residential buildings. Even when considering the full potential of rainwater harvesting for roof areas of all existing buildings in the Rio Cachoeira Basin, the average potential reduction in peak flow was 7.2%. The conclusion is that rainwater tanks in residential buildings have little influence on stormwater runoff, and the stormwater runoff will be less affected when the area of the hydrographic basin is larger. Thus, the reduction in peak flows is insignificant when considering the flooding in the region.
Subject(s)
Floods , Water Pollution , Soil , Brazil , Water MovementsABSTRACT
RESUMO O processo de urbanização resulta em alterações no ciclo hidrológico prejudiciais à população. Para amenizar esses efeitos, as técnicas compensatórias em drenagem urbana visam à maior sustentabilidade hidrológica na expansão urbana. Nesse sentido, este artigo teve como objetivos avaliar, por meio de modelagem computacional, o efeito da adoção dessas técnicas na escala de lote e da bacia hidrográfica e avançar com diferentes possibilidades de concepção de projeto. A modelagem foi realizada para diversos cenários, considerando a implantação das técnicas de forma isolada e combinada. Os parâmetros utilizados na modelagem visaram verificar possibilidades extremas de aplicação, de modo a disponibilizar dados para balizamento de projetos reais. As chuvas avaliadas possuem variadas durações e intensidades, facilitando a extrapolação dos resultados deste trabalho para bacias hidrográficas de diferentes escalas. Os resultados das simulações indicam potenciais benefícios na drenagem urbana oriundos do uso dessas técnicas no lote, com mais efetividade para as menores chuvas de projeto. Esse foi o caso dos cenários que avaliaram os jardins rebaixados isoladamente ou combinados em série com um reservatório de lote e os cenários de pavimentos permeáveis na calçada que receberiam o escoamento superficial do lote adjacente. Também foi verificado que a combinação paralela de um reservatório de lote com as dimensões propostas pela legislação municipal e um jardim rebaixado em 0,07 m seria capaz de neutralizar, hidrologicamente, os impactos da ocupação do lote para todas as chuvas de projeto analisadas, entretanto o reservatório proposto pela legislação municipal, quando adotado isoladamente, quase não atuou na escala da bacia..
ABSTRACT The urbanization process results in detrimental changes in the hydrological cycle to the population. In order to mitigate these effects, compensatory techniques in urban drainage aim at increasing hydrological sustainability in urban expansion. In this sense, this paper intended to, through computer modeling, evaluate the effect of the adoption of these techniques on site scale and at the watershed scale, as well as to discuss different design concepts. The modeling was performed for different scenarios, considering the implementation of the techniques isolated and combined. The parameters proposed for modeling aimed to check the extreme possibilities for their application in order to make data available for actual projects. The rainfalls have been evaluated for different durations and intensities, thus facilitating the extrapolation of this study results for variable watershed scales. The modeling results pointed to potential benefits on the urban drainage due to the compensatory techniques adoption at the lot scale, with the property owner being capable to easily control the smaller design rainfalls. This was the case of the scenarios with raingardens isolated or combined in series with a lot reservoir or the scenarios where a permeable pavement on sidewalk received runoff from the adjacent lot. The parallel combination of a lot reservoir proposed by the municipal legislation and a raingarden with only 0,07 m depth would be capable of hidrologically neutralize the impacts of the occupation for all project rains analyzed. Nevertheless, the same reservoir proposed by the municipal legislation, when used isolatedly, showed little or none benefits on the basin scale.
ABSTRACT
Objetivo Realizar una evaluación climática (diaria) de la concentración de metales pesados (Pb y Cu) asociada con el sedimento depositado sobre las superficies viales de las localidades de Kennedy y Puente Aranda (Bogotá D.C., Colombia). Adicionalmente, se evaluaran las concentraciones detectadas con respecto a la legislación seleccionada como de referencia para la protección de la salud humana en suelo urbano. Métodos La concentración se determinó mediante espectrometría de absorción atómica con llama; previamente las muestras fueron digeridas en una mezcla de ácido clorhídrico y nítrico (3:1; agua regia). Resultados Se evidencia con respecto a la fracción de tamaño del sedimento vial más cercana a la potencialmente inhalable desde el punto de vista de la salud pública (≤ 10 µm), que las concentraciones metálicas en promedio tienden a aumentar en tiempo seco (29 %). Al respecto, las concentraciones durante estos períodos de tiempo son en promedio 1,69 veces superiores al valor límite más bajo fijado por la normatividad de referencia. No obstante, se sugiere que las concentraciones metálicas están dominadas por el uso del suelo antes que por las condiciones climáticas. Conclusiones Los hallazgos se constituyen en un punto de referencia a nivel colombiano para la discusión y publicación de normatividad ambiental asociada con la protección de la salud humana por metales pesados, y para visualizar futuras líneas de investigación acerca del efecto del cambio climático sobre las concentraciones metálicas en ambientes urbanos.(AU)
Objective To climatically assess (daily) the concentration of heavy metals (Pb and Cu) in sediment deposited on road surfaces of the localities of Kennedy and Puente Aranda (Bogota, D.C., Colombia). Additionally, the detected concentrations are to be evaluated with respect to the legislation chosen as reference point for the protection of human health in urban areas. Methods The concentration was determined by flame atomic absorption spectrometry. The samples were previously digested in a mixture of hydrochloric and nitric acid (3:1; aqua regia). Results The results show, with respect to road sediment closest to the size that could be potentially inhaled from the point of view of public health (≤ 10 µm), that the metal concentrations on average tend to increase in dry weather (29 %). In this regard, the concentrations during these time periods are on average 1.69 times higher than the lowest limit value set by the reference legislation. However, it is suggested that the metal concentrations are mostly due to the use of the land rather than weather conditions. Conclusions The findings are a reference point in Colombia for the discussion and publication of environmental regulations associated with the protection of human health from heavy metals and for visualizing future lines of research about the effect of climate change on metal concentrations in urban environments.(AU)