Las Obras hidráulicas en los sistemas fluviales de la Costa Brava: preferencias locales y limitaciones de un modelo convencional de adaptación al riesgo de inundación

Este artículo tiene por finalidad analizar las medidas de adaptación al riesgo de inundación que se han realizado en el ámbito de la Costa Brava, con especial incidencia en el papel que han tenido las obras de infraestructura hidráulica en la prevención de avenidas. Se intenta comprobar hasta que punto la percepción local dominante sobre las obras hidráulicas como una de las formas más eficientes pera la prevención de inundaciones se contradice con las nuevas tendencias tanto en relación a los costes ecológicos de la construcción de estos dispositivos hidráulicos como al planeamiento urbanístico y fluvial, en general

On the artificial creation of the EL2 center by means of boron implantation in gallium arsenide

In the present work, an analysis of the dark and optical capacitance transients obtained from Schottky Au:GaAs barriers implanted with boron has been carried out by means of the isothermal transient spectroscopy (ITS) and differential and optical ITS techniques. Unlike deep level transient spectroscopy, the use of these techniques allows one to easily distinguish contributions to the transients different from those of the usual deep trap emission kinetics. The results obtained show the artificial creation of the EL2, EL6, and EL5 defects by the boron implantation process. Moreover, the interaction mechanism between the EL2 and other defects, which gives rise to the U band, has been analyzed. The existence of a reorganization process of the defects involved has been observed, which prevents the interaction as the temperature increases. The activation energy of this process has been found to be dependent on the temperature of the annealing treatment after implantation, with values of 0.51 and 0.26 eV for the as‐implanted and 400 °C annealed samples, respectively. The analysis of the optical data has corroborated the existence of such interactions involving all the observed defects that affect their optical parameters

Equivalent roughness of gravel-bed rivers

The relation between the equivalent roughness and different grain size percentiles of the sediment in gravel-bed rivers was determined under the hypothesis that the vertical distribution of the flow velocity follows a logarithmic law. A set of 954 data points was selected from rivers with gravel size sediment or larger, with a non-sinuous alignment and free of vegetation or obstacles. According to the results, the ks roughness is equivalent to approximately 2.4D90, 2.8D84, and 6.1D50. No correlation was detected between the sediment sorting and the sediment mobility index on one hand, and, on the other, the coefficient of proportionality of each grain size percentile.