Perfil de la exposición ocupacional a ruido en procesos de producción de cemento en Colombia (2010 - 2015)

La exposición a ruido se considera uno de los principales factores de riesgo involucrados en la génesis de hipoacusia neurosensorial, produciendo deterioro en la calidad de vida de la población trabajadora y pérdidas económicas en las empresas. Se considera que los sectores económicos más expuestos a este factor de riesgo son la industria manufacturera, la construcción, las refinerías de petróleo y las centrales hidroeléctricas. El presente estudio de corte transversal pretende establecer el perfil de exposición ocupacional a ruido en procesos de producción de cemento en Colombia, mediante el análisis de 458 mediciones higiénicas personales de ruido realizadas entre los años 2010 y 2015. En la definición de los grupos de exposición similar se identificaron y describieron las actividades funcionales de la población expuesta, cuyos resultados se evaluaron teniendo como valor de referencia 85 dBA, propuesto por la guía TLV-TWA de la ACGIH (American Conference of Governmental Industrial Hygienists) del 2014. Los resultados del estudio permitieron conocer el perfil de exposición a ruido en los procesos de producción de cemento, en donde se identificaron mayores condiciones de riesgo en los GES Producción, Mina y Mecánicos de Planta, con valores de exposición que exceden el límite permisible establecido por la ACGIH; datos que resultan indispensables para la formulación de medidas de seguimiento, vigilancia y control.

Feasibility of using in situ fusion for the determination of Co, Cr and Mn in Portland cement by direct solid sampling graphite furnace atomic absorption spectrometry

In situ fusion on the boat-type graphite platform has been used as a sample pretreatment for the direct determination of Co, Cr and Mn in Portland cement by solid sampling graphite furnace atomic absorption spectrometry (SS-GF AAS). The 3-field Zeeman technique was adopted for background correction to decrease the sensitivity during measurements. This strategy allowed working with up to 200 mu g of sample. The in situ fusion was accomplished using 10 mu L of a flux mixture 4.0% m/v Na(2)CO(3) + 4.0% m/v ZnO + 0.1% m/v Triton (R) X-100 added over the cement sample and heated at 800 degrees C for 20 s. The resulting mould was completely dissolved with 10 mu L of 0.1% m/v HNO(3). Limits of detection were 0.11 mu g g(-1) for Co, 1.1 mu g g(-1) for Cr and 1.9 mu g g(-1) for Mn. The accuracy of the proposed method has been evaluated by the analysis of certified reference materials. The values found presented no statistically significant differences compared to the certified values (Student`s t-test, p<0.05). In general, the relative standard deviation was lower than 12% (n = 5). (C) 2009 Elsevier B.V. All rights reserved.

Performance of constructed evaporation ponds for disposal of smelter waster water: a case study at Portland Aluminum, Victoria, Australia

The construction of evaporative ponds and wetlands for the disposal of waste water high in ionic concentrations is a waste disposal strategy currently considered by many industries. However, the design, construction and management of these ponds and wetlands are not straightforward as complex chemical interactions result in both spatial and temporal changes in water quality. The effects of evaporation and drainage on the water quality in two constructed ponds, an adjacent man-made wetland and local groundwater at Portland Aluminium were investigated. The minimum volume of water entering the ponds during the study period was 0.96±0.16 ML per month. The predicted theoretical evaporative capacity of the two ponds was calculated to be 0.30±0.07 ML per month. More water enters the ponds than it is theoretically possible to evaporate under the ambient weather conditions at Portland, yet the ponds do not overflow, suggesting percolation through the pond lining. No spatial differences in solute concentrations (fluoride, sulphate, bicarbonate, carbonate, sodium, potassium, calcium, and magnesium ions) were found within the waters of either pond, although temporal differences were apparent. The results support the conclusion that the ponds are not impermeable, and that much of the waste water entering the ponds is being lost through seepage. The impacts on local groundwater chemistry of this seepage are addressed. Significant correlations exist between solute presence within and between the ponds, wetland and groundwater. Fluoride and sulphate concentrations were significantly higher in pond waters throughout the duration of the experiment. Pond sediments revealed a high degree of spatial and temporal heterogeneity in the concentration of all monitored ions resulting from the chemical heterogeneity of the material making up the pond linings. Adsorption isotherms for fluoride indicate that the adsorption capacity of the pond linings remains high for this ion. Implications for the management of waste water by this strategy are discussed.

Distribution and habitat preferences of the rufous bristlebird, Dasyornis broadbenti, in Portland, Victoria

The Rufous Bristlebird Dasyornis broadbenti is a ground-dwelling bird that is listed as nearthreatened (Lower Risk) in Victoria. The species has been observed in a variety of habitats ranging from thickets of shrubs in coastal gullies, shrubland and heathlands on limestone cliffs to sheltered gullies. This study aimed to assess the distribution and habitat preferences of a population of the species in Portland, southwest Victoria. Monthly surveys were conducted on foot in the study area for one hour following sunrise and one hour prior to sunset, and bird presence was recorded on the basis of calls and sightings. Observations outside of the survey times were also recorded to determine habitat utilisation. Vegetation floristics and structure and food availability were measured in areas where birds were present as well as surrounding areas where they were absent to determine habitat preferences. A population size of between 45 and 60 individuals was estimated in the 200ha study area. Bird presence was significantly positively correlated with increasing vegetation density. No significant associations were found between Rufous Bristlebird presence and the floristic associations. Although Rufous Bristlebirds occupy a variety of vegetation communities, results indicate that the key common factor appears to be structure of the vegetation. The findings of this study will be incorporated into a Geographic Information System to develop a spatial model of suitable habitat.

Irrigation with reclaimed water at Portland Aluminium

Through extensive laboratory and field based analysis of soil chemical and physical processes, this research identified and addressed key management issues associated with the sustainable irrigation of municipal wastewater onto sandy water repellent soils, overlaying a shallow aquifer, in an environmentally significant coastal system.

Reinforcing effects of graphene oxide on portland cement paste

Abstract: In this experimental study, the reinforcing effects of graphene oxide (GO) on portland cement paste are investigated. It is discovered that the introduction of 0.03% by weight GO sheets into the cement paste can increase the compressive strength and tensile strength of the cement composite by more than 40% due to the reduction of the pore structure of the cement paste. Moreover, the inclusion of the GO sheets enhances the degree of hydration of the cement paste. However, the workability of the GO-cement composite becomes somewhat reduced. The overall results indicate that GO could be a promising nanofillers for reinforcing the engineering properties of portland cement paste.

Concreto de cimento portland branco estrutural : avaliação da carbonatação e absorção capilar

O cimento branco é produzido pela pulverização de um clínquer de cimento Portland branco onde, através da diminuição do teor de óxido de ferro deste clínquer, pode-se produzir cimentos de cores claras. O concreto de cimento Portland branco estrutural chega como uma nova tendência dentro do contexto da construção civil. No entanto, por ser um material relativamente novo no mercado, estudos relacionados com este tipo de cimento se caracterizam por ser inovadores, visto que há deficiência de pesquisas neste tema e também reduzido acervo bibliográfico, principalmente nos aspectos relacionados com a durabilidade. Entretanto, sua utilização precede um embasamento teórico adicional. Assim, esse trabalho objetiva avaliar a resistência à compressão, a carbonatação e a absorção capilar de concretos moldados com quatro tipos de cimento Portland branco estrutural, comparando seus resultados com um concreto moldado com cimento Portland de alta resistência inicial (CPVARI), utilizado como referência. Outras variáveis investigadas foram a relação água/cimento (0,4; 0,5; 0,6) e cura em três idades (3, 14 e 28 dias). Todos os resultados experimentais foram modelados estatisticamente e apresentaram coeficiente de correlação superiores a 75%. Os modelos obtidos mostram que as resistências à compressão dos concretos moldados com cimentos Portland branco estudados são satisfatórias, pois equivalem às dos moldados com CPV Em termos de carbonatação, os resultados mostram um desempenho dos concretos moldados com cimento branco superior quando comparados aos moldados com cimento CPV, excetuando-se os moldados com um dos cimentos branco, mostrando a necessidade de possíveis ajustes em sua composição física e química, para que este tenha uma melhora em seu desempenho. Com relação aos valores encontrados para absorção capilar, todos os concretos obtiveram redução dos seus valores, quando comparados ao concreto referência, confirmando que concretos moldados com cimento Portland branco possuem desempenho satisfatório quando analisada a taxa de absorção de água por capilaridade.