Erosão hídrica de Latossolo Vermelho muito argiloso relevo ondulado em área de pós-plantio de eucalipto no Vale do Rio Doce, região Centro Leste do Estado de Minas Gerais

The erosion caused by running water constitutes important cause of environmental degradation and productivity reduction, which justifies its evaluation in areas of eucalypt commercial plantations, mainly in ondulated slope conditions. The present study was intended to evaluate the influence of different management systems, in an undulated eucalypt pos-planting area, upon soil and water losses by erosion. The experiment was installed in a very clayey Red Latosol (Oxisol) under three eucalypt management systems (downhill planting with burning of crop residues - EDq; downhill planting with maintenance of crop residues on soil surface - ED; level planting with maintenance of crop residues on soil surface - EN), native forest (FN), bare soil (SD), and native pasture (PN). The soil and water losses evaluations were performed in standard plots installed in the field. All eucalypt systems presented very low values of soil losses in relation to the established tolerance limit, indicating the adequacy of these management systems concerning water erosion. The sustainability of these environments regarding erosion is indicated by the fact that soil losses in eucalipt were very close to those observed in native forest (reference).

Germinação de sementes de pinho-cuiabano sob deficiência hídrica com diferentes agentes osmóticos

The species Schizolobium amazonicum (Huber ex Ducke) commonly known as pinho-cuiabano or paricá, is one of the trees in Amazonian area used for plantings in degraded areas, reforestations and agroforestry systems. The present work evaluated the germinative behaviour of seeds of Schizolobium amazonicum in relation to the hydric stress, defining their levels of tolerance to those limitations in the environment. The seeds were collected from 30 trees in Alta Floresta-MT and submitted the dormancy treatment by submersion into water at 100°C for 1 minute; followed by treatment with fungicide Ridomil and Cercobin 0,25% each, then being left to germinate in a BOD camera at 30°C under a photoperiod of 12 hours. For evaluating the effect of different water potentials in the germinative process, polyethylene glicol (PEG 6000) was used and the salts NaCI and CaCl 2 used to simulate saline stress. The seeds were put to soak in potentials of 0 (control); -0.1 ; -0.2; -0.3; -0.4 and -0.5MPa. For each treatment 5 repetitions of 20 seeds were used in gerbox, placed between filter paper moistened with 20 mL of PEG, NaCI and CaCl 2 solutions. The solutions were changed at intervals of 24 hours for maintenance of the potential. The evaluations of percentages and germination speed were carry out daily for 8 days, being considered germinated the seeds that presented a 2mm root extension or longer. The data were submitted to analysis of variance and averages compared by the Tukey test at 5% probability. It was concluded that osmotic potentials between -0.4 and -0.5MPa inhibited the germination of seeds of Schizolobium amazonicum completely. The osmotic stress caused by CaCl 2, and PEG injured the germination more than did the stress caused by NaCl.

Estimativa da exigência hídrica do amendoim usando um modelo agrometeorológico

In the experimental area of the Department of Environmental Sciences (21.85° S; 48.43° W; 786 m), in the School of Agronomical Sciences, UNESP, Botucatu, SP, an experiment was carried out using peanut (Arachis hypogaea L), cv. IAC-TATU-ST, to quantify the crop daily water requirements. During the peanut crop cycle, the environmental variables, such as rainfall, air temperature, air relative humidity, soil matric potential, soil heat flux and radiation balance, have been registered continually. These measurements were used to calculate the daily crop evapotranspiration, by the Bowen ratio method. The water replacement required by the peanut crop was done the dripping irrigation system, oriented by a dynamic agrometeorological model that computes the entrance and exit of water in the soil. During the peanut crop cycle, 9.0 mm of water was used from sowing to emergence; 67.0 mm of water, in the growth stage; 166.0 mm, in the flowering stage; 124.0 mm in the final stage and 46.0 mm from physiological maturity to harvest. Oot of 412.0 mm of the total consumption, 246.0 mm of water was supplied by irrigation and 166.0 mm by the rain. The grain yield was 3.15 t ha-1 for 15% of humidity, and the water use efficiency was 0.764 kg m-3.

Infraestructura de riego en la agricultura campesina del Ecuador

Examina los componentes de los proyectos de apoyo al riego parcelario en el Ecuador: organización, capacitación, asesoramiento técnico, obras de infraestructura, crédito y comercialización.

Infraestructura y requisitos básicos de los sistemas de salud electrónica

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UNASUR: infraestructura para la integración regional

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Seminario sobre regulación de servicios de infraestructura: agua y electricidad

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Políticas de movilidad urbana e infraestructura urbana de transporte

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Guía para decisores: externalidades en proyectos de infraestructura urbana

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El desarrollo y la provisión de servicios de infraestructura: la experiencia de la energía eléctrica en Uruguay en el período 1990-2009

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Impacto de la infraestructura de la calidad en América Latina: instituciones, prácticas y desafíos para las políticas públicas

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Ecoeficiencia y desarrollo de infraestructura urbana sostenible en Asia y América Latina: revisión de marcos conceptuales y análisis de enfoques metodológicos para el desarrollo de una infraestructura urbana sostenible y ecoeficiente

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Ecoeficiencia y desarrollo de infraestructura urbana sostenible en Asia y América Latina: Estudio de mecanismos de financiamiento de la infraestructura urbana utilizando criterios de ecoeficiencia

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Ecoeficiencia y desarrollo de infraestructura urbana sostenible en Asia y América Latina: medidas para el desarrollo de infraestructura urbana basada en los principios de la ecoeficiencia en la Ciudad Región del Caribe, Cartagena, Barranquilla y Santa Marta de Colombia

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Ecoeficiencia y desarrollo de infraestructura urbana sostenible en Asia y América Latina: estrategias y medidas para el desarrollo de infraestructura de transporte urbano basada en principios de ecoeficiencia. Análisis aplicado al Área Metropolitana de La Serena y Coquimbo

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