Simulação do transporte de partículas em suspensão e de poluentes dissolvidos pelo escoamento em superfícies impermeáveis: uma contribuição ao saneamento urbano / Simulation of the transport of suspended particles and dissolved pollutants by runoff on impervious surfaces: a contribution to urban sanitation

RESUMO Um dos impactos da urbanização no meio ambiente é a alteração do processo de transformação da chuva em escoamento superficial, levando à alteração da qualidade dos recursos hídricos. Com este trabalho, objetivou-se simular o transporte de partículas em suspensão e de poluentes dissolvidos, transportados pelo escoamento, sobre uma superfície impermeável em escala de laboratório. O modelo experimental consistiu de um simulador para a aplicação de chuva artificial sobre uma superfície acrílica impermeável com 8,40 m2, na qual foram definidas quatro posições para a distribuição do cloreto de sódio e da areia fina, simulando fontes difusas de poluição. Os resultados indicaram diferenças entre os tempos de pico do transporte de poluentes dissolvidos e em suspensão, em função da posição desses. O efeito de first flush foi verificado para os poluentes dissolvidos independentemente da posição da fonte, enquanto para os poluentes transportados em suspensão o mesmo efeito só foi verificado quando a fonte estava mais próxima da saída da superfície impermeável.

ABSTRACT One of the impacts of urbanization on the environment is the changes in the rainfall-runoff process, causing changes in water resources quality. The objective of this project was to simulate the transport of suspended particles and pollutants dissolved on runoff, an impermeable surface at laboratory scale. The experimental model consisted on a simulator for the application of artificial rainfall on an impermeable surface with 8,40 m2, in which sodium chloride and fine sand were distributed in four defined regions, simulating sources of diffuse pollution. The results showed differences between peak transport times of dissolved and suspended pollutants, depending on their position. The first-flush effect was observed for the dissolved pollutants independently of the source position, whereas for the pollutants transported in suspension the same effect was only found when the source was closer to the outlet of the impervious surface.

Analog Models of Flanking Structures and a Natural Example in the Quadrilátero Ferrífero, Minas Gerais

ABSTRACT The aim of this study is to present analog models of flanking structures and to analyze the Fábrica Nova synform, Quadrilátero Ferrífero, Minas Gerais, from a geometric point of view. We set up seven models using a linear viscous silicone and produced flanking structures with a shear velocity of 2 cm h-1. At different initial orientations with respect to the shear zone boundary, a rigid cross-cutting element with lubricated boundaries was deformed via sinistral bulk flow at a shear strain of γ = 1.28. The most interesting features of our experiments are the geometries of the different marker lines, which are heterogeneous and resulted from thickening and thinning of the silicone at the cross-cutting element terminations. To compare our analog models and the Fábrica Nova synform, we analyzed the outermost marker line of the analog models and the top surface of the Cauê Formation in the Paleoproterozoic metasediments. The best comparisons between the experiments and the natural example were obtained by our CIS90 model in terms of the flexure shape near the cross-cutting element and the cross-cutting element orientation. Thus, we suggest that the cross-cutting elements in both situations act as obstacles and consequently produce local perturbations in laminar flow.