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- Transporte de material dissolvido em superfície impermeável sob chuva artificial analisado com a aplicação do delineamento experimental das faces centradasPublication . Pessoti, Bruna Peterson Luque; Silveira, Alexandre; Moura, Rafael Brito de; Isidoro, Jorge; Tiezzi, Rafael de Oliveira; Gonçalves, Flávio AparecidoO estudo do escoamento superficial e transporte de poluentes é de grande importância, pois ajuda na prevenção de impactos ambientais, auxiliando em planejamentos a serem realizados pelo poder público. Neste trabalho, teve-se como objetivo estudar, em laboratório, a dinâmica do transporte de material (cloreto de sódio — NaCl) disposto sobre uma superfície impermeável, dissolvido pela aplicação de água via simulador de chuva, tendo como fonte de variação três variáveis independentes: declividade, intensidade de precipitação e posição do material. Utilizou-se o delineamento experimental de faces centradas, que contemplou diferentes cenários reproduzidos nos experimentos, onde se avaliou a influência das três variáveis independentes sobre às dependentes (tempo de transporte, valor de pico, tempo de pico e massa total transportada), cujas respostas foram monitoradas no exutório do modelo experimental. A análise de resultados obtidos permitiu identificar o efeito significativo da declividade e posição do material sobre todas as variáveis dependentes estudadas e ainda o efeito quadrático da declividade para o tempo de transporte e a massa total transportada. Já para a intensidade de precipitação, verificou-se influência apenas para o tempo de transporte, dentro dos intervalos de estudo com nível de significância de 95%. O modelo produzido para o tempo de transporte é capaz de explicar 90% da variabilidade dos dados, enquanto o para o valor de pico possui uma capacidade de explicação de 67,9%. O tempo de pico possui um modelo capaz de explicar 74,2% da variabilidade dos dados, e o modelo produzido para a massa total transportada possui uma capacidade de explicação de 62,4% da variabilidade dos dados.
- Assessment of loose and adhered urban street sediments and trace metals: a study in the city of Po double dagger os de Caldas, BrazilPublication . Silveira, Alexandre; Pereira Jr. , José A.; Poleto, Cristiano; Lima, João L. M. P. de; Gonçalves, Flávio A.; Alvarenga, Livia A.; MGP Isidoro, JorgeThis study aims to quantify and characterise sediments accumulated in the street gutters in an urban area of Po double dagger os de Caldas, Brazil. The main research questions are: What type of urban areas, e.g. those under construction, produce most sediments and what are the main characteristics of such sediments? What differences, e.g. granulometry, can be found in loose and adhered sediments? What trace metals can be found in the sediments?Fieldwork was carried out in a residential area of Po double dagger os de Caldas, Brazil. Ten samplings were conducted between May and August 2013 to collect sediments from road gutters. The collected sediments were then divided into 'loose' and 'adhered', depending on whether they were collected in a first, gentle, sweeping with soft bristled brush or in a subsequent sweeping with a stiff bristled brush. Granulometric curves were drawn for both types of sediments. Fine sediment analyses (aecurrency sign63 mu m) were performed on samples from the last five samplings. Two techniques were used to look for trace elements: energy dispersive X-ray fluorescence (EDXRF) and inductively coupled plasma-atomic emission spectrometry (ICP-AES).Larger amounts of sediments were collected after lower intensity rainfall events. Higher intensity events seemed to wash the sediments away. A correlation was found between areas under construction and sediment mass production. A characteristic range of granulometries (medium sand), found in our study is in accordance with studies by other authors. An important presence of heavy metals (Cr, Cd, Pb, Zn, Ni and Cu) was detected and characterised. As and Sn were also detected even though they are not often mentioned in the literature on urban soil pollutants.Areas under construction were found to produce more sediments than other areas. The trace metals found in highest concentrations were Pb and As. The heavy metal concentration decreases after wet periods, showing that they are carried by runoff. It is expected that this study may serve as an input for establishing diffuse pollution control and mitigation strategies for the accumulation of pollutants in the urban environment.
- Development of a large-scale rainfall simulator for urban hydrology researchPublication . Isidoro, Jorge; Silveira, Alexandre; Lima, Bruno OliveiraThis work presented the development and testing of a large-scale rainfall simulator (LSRS) to be used as a research tool on rainfall-runoff and associated transport processes in urban areas. The rainfall simulator consists of a pressurized water supply system which supplies a set of 16 full-cone nozzles. Artificial rainfall with different rainfall intensities can be produced over an area of 100 m2 in a V shape. The assembly is housed in a tailor-made acrylic structure to eliminate the influence of wind and natural rainfall. Runoff is measured and collected at the outlet of the drainage basin, from where it is pumped to a storage tank that enables the reuse of water. Runoff hydrographs and pollutographs are presented as examples of possible outcomes from this facility. The LSRS is showed to be able to reproduce the rainfall-runoff and pollutant transport processes under simulated rainfall events with intensity and spatial uniformity similar to other experiments described in the literature.
- Simulation of the transport of suspended particles and dissolved pollutants by runoff on impervious surfaces: a contribution to urban sanitationPublication . Felice, Jessica Giacchetto; Silveira, Alexandre; MGP Isidoro, Jorge; Gonçalves, Flávio Aparecido; Silva, António Marciano daOne 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 m(2), 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.
- Enhancing the spatial rainfall uniformity of pressurized nozzle simulatorsPublication . Silveira, Alexandre; MGP Isidoro, Jorge; Deus, Fábio P. de; Reis, Simone Siqueira dos; Silva, António Marciano da; Gonçalves, Flávio A.; Bretanha Junker Menezes, Paulo Henrique; Tiezzi, Rafael de O.Purpose - Rainfall simulators are used on experimental hydrology, in areas such as, e.g., urban drainage and soil erosion, with important timesaving when compared to real scale hydrological monitoring. The purpose of this paper is to contribute to increase the quality of rainfall simulation, namely, for its use with scaled physical models. Design/methodology/approach - Two pressurized rainfall simulators are considered. M1 uses three HH-W 1/4 FullJet nozzles under an operating pressure of 166.76 kPa and was tested over a 4.00 m length by 2.00 m width V-shaped surface. M2 was prepared to produce artificial rainfall over an area of 10.00m length by 10.00m width. The spatial distribution of rainfall produced from a single nozzle was characterized in order to theoretically find the best positioning for nozzles to cover the full 100m(2) area with the best possible rainfall uniformity. Findings - Experiments with M1 led to an average rainfall intensity of 76.77-82.25 mm h(-1) with a 24.88 per cent variation coefficient and a Christiansen Uniformity Coefficient (CUC) of 78.86 per cent. The best result with M2 was an average rainfall intensity of 75.12-76.83 mm h(-1) with a 21.23 per cent variation coefficient and a CUC of 83.05 per cent. Practical implications - This study contributes to increase the quality of artificial rainfall produced by pressurized rainfall simulators. Originality/value - M2 is the largest rainfall simulator known by the authors worldwide. Its use on rainfall-runoff studies (e.g. urban areas, erosion, pollutant transport) will allow for a better understanding of complex surface hydrology processes.