Passes fins a futurs canvis legislatius a l’àmbit penal en material de conducció de vehicles. Estudi quantitatiu de cocaïna i heroïna en saliva de conductors

Estudi de la presència de cocaïna i opiacis en saliva, en subjectes sospitosos de conduir sota els efectes de les drogues. Aplicació d’un test d’immunoassaig (Cozart). Confirmació i quantificació dels resultats positius (CG-EM). Comparació amb alteracions clíniques en els subjectes. No hi ha diferències entre concentracions de droga i signes clínics avaluades

Execució penal de sancions a conductors sota els efectes de drogues d’abús basats en estudi de saliva: ingerència i repercussió futura en el Codi penal

El consum de drogues no institucionalitzades té una important dimensió epidemiològica. En l'actualitat augmenta el consum de cocaïna i de cànnabis i s'estabilitza o disminueix el de opiacis. En la majoria dels països hi ha una relació entre la drogoaddicció i el delicte. Objectius: 1) Obtenir dades sociodemogràfiques en una població detinguda en els jutjats de guàrdia que passen a disposició judicial; 2) Obtenir dades sanitàries referents a infecció per VIH, VHC I VHB; 3) Obtenir dades de consums de cocaïna, haxis, heroïna, benzodiazepines i drogues de síntesis; 4) Conèixer la correlació o concordança clínico-analítica i, 5) Valorar la relació de l'addicció a drogues amb la delictologia. Subjectes i Mètodes: Estudi realitzat en una població de 151 subjectes consumidors de drogues il·legals detinguts a disposició judicial al Jutjat de guàrdia de la ciutat de Barcelona. Temps de l'estudi: 1,5 anys. Mètodes: Administració d'un qüestionari amb dades sociodemogràfiques, sanitàries i de consums de tòxics. Obtenció d'una mostra d'orina que es va analitzar per immunoassaig en l'analitzador AsXym (*Abbot). Els resultats es van interpretar com positius o negatius segons el punt de tall establert per al mètode. Resultats: El perfil de la mostra és un home solter, edat mitjana de 31.4 anys, amb estudis primaris i sense professió qualificada. La droga il·legal més consumida és la cocaïna, 77,5%, seguida dels opiacis 62,9%, del cànnabis 60,3% i benzodiazepines 61.6% (auto-medicades 40,9%). La prevalença de HIV va ser del 16,7%, VHC 37,9% i VHB 19,1%. La via intravenosa és utilitzada pel 46% dels cocainòmans i pel 53.8% del heroinòmans. Un 45.5% tenen signes compatibles amb UDVP. Només un 14.2% presentava signes de deteriorament físic i un 23.1% una clara síndrome d’abstinència. Existeix un 74.3% de correlació o concordança clínico-analítica. El delicte més relacionat amb el consum de drogues va ser els delictes contra la propietat. Conclusions i Discusió: Es detecta un alt consum de cocaïna i disminució de l'heroïna. El consum de cànnabis i benzodiazepines és elevat. Els delictes contra la propietat estan associats al consum de drogues il·legals. Propostes: L'estudi té aplicabilitat en medicina forense. El screening rutinari d'orina en població detinguda és una mesura d'utilitat. Permet obtenir dades objectives quan se sol·liciten informes de drogoaddicció als perits. Els detinguts poden beneficiar-se de circumstàncies modificadores de la responsabilitat criminal en cas de ser consumidors de tòxics, d’acord amb la legislació actual. Els lletrats i l'autoritat judicial tindran una prova objectiva en les seves actuacions per poder resoldre amb més coneixement els procediments on es troben implicats els consumidors de drogues d'abús.

Fly me to the moon : un estudi lingüístic contrastiu dels verbs de moviment

Estudi contrastiu dels verbs de moviments de la llengua anglesa i catalana.

Generation and nonlinear evolution of shore-oblique/transverse sand bars

The coupling between topography, waves and currents in the surf zone may selforganize to produce the formation of shore-transverse or shore-oblique sand bars on an otherwise alongshore uniform beach. In the absence of shore-parallel bars, this has been shown by previous studies of linear stability analysis, but is now extended to the finite-amplitude regime. To this end, a nonlinear model coupling wave transformation and breaking, a shallow-water equations solver, sediment transport and bed updating is developed. The sediment flux consists of a stirring factor multiplied by the depthaveraged current plus a downslope correction. It is found that the cross-shore profile of the ratio of stirring factor to water depth together with the wave incidence angle primarily determine the shape and the type of bars, either transverse or oblique to the shore. In the latter case, they can open an acute angle against the current (upcurrent oriented) or with the current (down-current oriented). At the initial stages of development, both the intensity of the instability which is responsible for the formation of the bars and the damping due to downslope transport grow at a similar rate with bar amplitude, the former being somewhat stronger. As bars keep on growing, their finite-amplitude shape either enhances downslope transport or weakens the instability mechanism so that an equilibrium between both opposing tendencies occurs, leading to a final saturated amplitude. The overall shape of the saturated bars in plan view is similar to that of the small-amplitude ones. However, the final spacings may be up to a factor of 2 larger and final celerities can also be about a factor of 2 smaller or larger. In the case of alongshore migrating bars, the asymmetry of the longshore sections, the lee being steeper than the stoss, is well reproduced. Complex dynamics with merging and splitting of individual bars sometimes occur. Finally, in the case of shore-normal incidence the rip currents in the troughs between the bars are jet-like while the onshore return flow is wider and weaker as is observed in nature.

Self-organization mechanisms for the formation on nearshore crescentic and transverse sand bars

The formation and development of transverse and crescentic sand bars in the coastal marine environment has been investigated by means of a nonlinear numerical model based on the shallow-water equations and on a simpli ed sediment transport parameterization. By assuming normally approaching waves and a saturated surf zone, rhythmic patterns develop from a planar slope where random perturbations of small amplitude have been superimposed. Two types of bedforms appear: one is a crescentic bar pattern centred around the breakpoint and the other, herein modelled for the rst time, is a transverse bar pattern. The feedback mechanism related to the formation and development of the patterns can be explained by coupling the water and sediment conservation equations. Basically, the waves stir up the sediment and keep it in suspension with a certain cross-shore distribution of depth-averaged concentration. Then, a current flowing with (against) the gradient of sediment concentration produces erosion (deposition). It is shown that inside the surf zone, these currents may occur due to the wave refraction and to the redistribution of wave breaking produced by the growing bedforms. Numerical simulations have been performed in order to understand the sensitivity of the pattern formation to the parameterization and to relate the hydro-morphodynamic input conditions to which of the patterns develops. It is suggested that crescentic bar growth would be favoured by high-energy conditions and ne sediment while transverse bars would grow for milder waves and coarser sediment. In intermediate conditions mixed patterns may occur.

What determines the wavelength of self-organized shoreline sand waves?

Shoreline undulations extending into the bathymetric contours with a length scale larger than that of the rhythmic surf zone bars are referred to as shoreline sand waves. Many observed undulations along sandy coasts display a wavelength in the order 1-7 km. Several models that are based on the hypothesis that sand waves emerge from a morphodynamic instability in case of very oblique wave incidence predict this range of wavelengths. Here we investigate the physical reasons for the wavelength selection and the main parametric trends of the wavelength in case of sand waves arising from such instability. It is shown that the existence of a minimum wavelength depends on an interplay between three factors affecting littoral drift: (A) the angle of wave fronts relative to local shoreline, which tends to cause maximum transport at the downdrift flank of the sand wave, (B) the refractive energy spreading which tends to cause maximum transport at the updrift flank and (C) wave focusing (de-focusing) by the capes (bays), which tends to cause maximum transport at the crest or slightly downdrift of it. Processes A and C cause decay of the sand waves while process B causes their growth. For low incidence angles, B is very weak so that a rectilinear shoreline is stable. For large angles and long sand waves, B is dominant and causes the growth of sand waves. For large angles and short sand waves C is dominant and the sand waves decay. Thus, wavelength selection depends on process C, which essentially depends on shoreline curvature. The growth rate of very long sand waves is weak because the alongshore gradients in sediment transport decrease with the wavelength. This is why there is an optimum or dominant wavelength. It is found that sand wave wavelength scales with λ0/β where λ0 is the water wave wavelength in deep water and β is the mean bed slope from shore to the wave base.

Aggregate material formulated with MSWI bottom ash and APC fly ash for use as secondary building material

The main goal of this paper is to obtain a granular material formulated with Municipal Solid Waste Incinerarion (MSWI) bottom ash (BA) and air pollution control (APC) ash to be used as secondary building material. Previously, an optimum concrete mixture using both MSWI residues as aggregates was formulated. A compromise between the environmental behaviour and the economy of the process was considered. Unconfined compressive strength and abrasion resistance values were measured in order to evaluate the mechanical properties. From these results, the granular mixture was not suited for certain applications owing to the high BA/APC content and low cement percentages used to reduce the costs of the final product. Nevertheless, the leaching test performed showed that the concentrations of all heavy metals were below the limits established by the current Catalan legislation for their reutilization. Therefore, the material studied might be mainly used in embankments, where high mechanical properties are not needed and environmental safety is assured.

Aggregate material formulated with MSWI bottom ash and APC fly ash for use as secondary building material

The main goal of this paper is to obtain a granular material formulated with Municipal Solid Waste Incinerarion (MSWI) bottom ash (BA) and air pollution control (APC) ash to be used as secondary building material. Previously, an optimum concrete mixture using both MSWI residues as aggregates was formulated. A compromise between the environmental behaviour and the economy of the process was considered. Unconfined compressive strength and abrasion resistance values were measured in order to evaluate the mechanical properties. From these results, the granular mixture was not suited for certain applications owing to the high BA/APC content and low cement percentages used to reduce the costs of the final product. Nevertheless, the leaching test performed showed that the concentrations of all heavy metals were below the limits established by the current Catalan legislation for their reutilization. Therefore, the material studied might be mainly used in embankments, where high mechanical properties are not needed and environmental safety is assured.

Using computational fluid dynamics to predict head losses in the auxiliary elements of a microirrigation sand filter

It is often assumed that total head losses in a sand filter are solely due to the filtration media and that there are analytical solutions, such as the Ergun equation, to compute them. However, total head losses are also due to auxiliary elements (inlet and outlet pipes and filter nozzles), which produce undesirable head losses because they increase energy requirements without contributing to the filtration process. In this study, ANSYS Fluent version 6.3, a commercial computational fluid dynamics (CFD) software program, was used to compute head losses in different parts of a sand filter. Six different numerical filter models of varying complexities were used to understand the hydraulic behavior of the several filter elements and their importance in total head losses. The simulation results show that 84.6% of these were caused by the sand bed and 15.4% were due to auxiliary elements (4.4% in the outlet and inlet pipes, and 11.0% in the perforated plate and nozzles). Simulation results with different models show the important role of the nozzles in the hydraulic behavior of the sand filter. The relationship between the passing area through the nozzles and the passing area through the perforated plate is an important design parameter for the reduction of total head losses. A reduced relationship caused by nozzle clogging would disproportionately increase the total head losses in the sand filter