Controle de cargas conteinerizadas utilizando elementos da cadeia logística segura e do programa brasileiro de Operador Econômico Autorizado (OEA).

O presente trabalho propõe um processo para auxiliar a tarefa de implantação de controles de Cadeia Logística Segura para a importação e exportação de cargas conteinerizadas, transportadas pelo modal rodoviário. Está em consonância com a legislação brasileira atual, no que se refere à Receita Federal do Brasil e demais Órgãos Anuentes. Além disso, inclui, também, as novas diretrizes do Programa Brasileiro de Operador Econômico Autorizado que teve seu início na primeira quinzena de Dezembro de 2014, bem como os aspectos principais do quadro SAFE, da Organização Mundial das Aduanas (OMA) e do programa americano Customs-Trade Partnership Against Terrorism (C-TPAT). O processo proposto no trabalho contempla a instrumentação dos controles e seus principais pontos de integração de dados, estágio em que grande parte dos operadores econômicos atuais se encontra. A proposta justifica-se pela complexidade dos processos de cadeias logísticas, sua importância para o comércio exterior e, portanto, para a economia do país, que exigem um aperfeiçoamento constante para atender à competitividade crescente dos mercados, controlar e gerenciar riscos e incertezas dos tempos da globalização. A metodologia do trabalho de pesquisa constou de estudos sobre o significado de cadeia logística segura, legislações e normatizações existentes, principais tecnologias utilizadas no Brasil e no mundo e suas estratégias de integração de sistemas, com enfoque em alguns projetos de gestão já existentes no país. O porto de Santos foi tomado como campo principal de pesquisa. O trabalho evidenciou a importância da presença de três características fundamentais em um processo de cadeia logística segura: ser instrumentado, integrado e inteligente. Considera-se que, a partir do processo proposto, será possível aumentar o grau de inteligência de uma cadeia logística, de forma a gerenciar e mitigar os potenciais riscos de forma mais racional.

Desarrollo turístico y mercado inmobiliario en la comarca del Bajo Segura (Alicante)

La presente comunicación se inscribe en el marco del proyecto de investigación “Planificación y gestión sostenible del turismo. Propuesta metodológica y aplicación de un sistema de información turística” (METASIG), con referencia 1FD97-0403, financiado por la Comisión Interministerial de Ciencia y Tecnología (CICYT) y la Comisión Europea (FEDER).

Seguimiento geométrico de terraplenes mediante líneas continuas de asiento en la Vega Baja del Segura, Alicante

La Vega Baja del Segura (Alicante) se caracteriza por la baja resistencia portante de los suelos y en consecuencia por las grandes deformaciones que sufren las construcciones que sobre ellos se levantan. La gran demanda turística de vías de comunicación con la costa sur de la provincia de Alicante ha obligado a construir diversas carreteras cuyos terraplenes alcanzan alturas superiores a los 8 m, así como deformaciones decimétricas y en algunos casos excepcionales de magnitud métrica. Las líneas continuas de asiento es una técnica innovadora que se lleva utilizando durante algunos años en la Vega Baja y que evita los laboriosos procedimientos de auscultación topográfica, sirviendo de instrumento de seguimiento geométrico de los mismos y permitiendo la representación gráfica del terraplén original y de su deformada. Esta técnica permite además a la Administración establecer los volúmenes de tierra necesarios para compensar el hundimiento de los terraplenes de forma exacta. Con el presente trabajo se pretende dar a conocer la metodología de las líneas continuas de asientos, así como mostrar algún ejemplo real de aplicación de las mismas, mostrando la evolución geométrica del terraplén en el tiempo y mostrando el procedimiento de cálculo de volúmenes.

Relationship between piezometric level and ground deformations measured by means of DInSAR in the Vega Media of the Segura River (Spain)

Differential SAR Interferometry (DInSAR) is a remote sensing method with the well demonstrated ability to monitor geological hazards like earthquakes, landslides and subsidence. Among all these hazards, subsidence involves the settlement of the ground surface affecting wide areas. Frequently, subsidence is induced by overexploitation of aquifers and constitutes a common problem that affects developed societies. The excessive pumping of underground water decreases the piezometric level in the subsoil and, as a consequence, increases the effective stresses with depth causing a consolidation of the soil column. This consolidation originates a settlement of ground surface that must be withstood by civil structures built on these areas. In this paper we make use of an advanced DInSAR approach - the Coherent Pixels Technique (CPT) [1] - to monitor subsidence induced by aquifer overexploitation in the Vega Media of the Segura River (SE Spain) from 1993 to the present. 28 ERS-1/2 scenes covering a time interval of about 10 years were used to study this phenomenon. The deformation map retrieved with CPT technique shows settlements of up to 80 mm at some points of the studied zone. These values agree with data obtained by means of borehole extensometers, but not with the distribution of damaged buildings, well points and basements, because the occurrence of damages also depends on the structural quality of the buildings and their foundations. The most interesting relationship observed is the one existing between piezometric changes, settlement evolution and local geology. Three main patterns of ground surface and piezometric level behaviour have been distinguished for the study zone during this period: 1) areas where deformation occurs while ground conditions remain altered (recent deformable sediments), 2) areas with no deformation (old and non-deformable materials), and 3) areas where ground deformation mimics piezometric level changes (expansive soils). The temporal relationship between deformation patterns and soil characteristics has been analysed in this work, showing a delay between them. Moreover, this technique has allowed the measurement of ground subsidence for a period (1993-1995) where no instrument information was available.

DInSAR monitoring of aquifer compaction due to water withdrawal: Vegas Baja and Media of the Segura river (SE, Spain) case study

This study was partially financed by the Spanish Ministry of Education and Science and EU FEDER under project TEC2005-06863, by the Valencia Regional Government under projects GV006/179 and ACOMP07/087, and by the University of Alicante under projects VIGROB2004102, VIGROB-053, and VIGROB-114.

Diseño de un modelo geológico-geotécnico 3D de la Vega Baja del Río Segura (Alicante, SE España)

Los modelos geológico-geotécnicos permiten al ingeniero comprender mejor las condiciones reinantes en un determinado lugar, además de identificar los principales problemas geotécnicos y hacer más realista la estimación de propiedades del suelo. En este trabajo se presenta la metodología empleada para el diseño de un modelo geológico-geotécnico tridimensional de la Vega Baja del Río Segura que consta de cuatro zonas caracterizadas por sus propiedades geotécnicas y su problemática asociada. El modelo resulta fundamentalmente de gran utilidad para la planificación de investigaciones preliminares de obras civiles.

Monitorización de la subsidencia del terreno en la Vega Media del río Segura mediante Interferometría SAR diferencial (DInSAR)

Ground subsidence caused by aquifer exploitation is a geotechnical hazard that affects wide areas, causing important economic damages. This phenomenon is due to soil consolidation produced by the increase of effective stress caused by piezometric depletion. In this work a Remote Sensing Technique called Coherent Pixel (CPT) is applied to monitor subsidence in the Vega Media of the Segura River during a period of eleven years.

Asociaciones de foraminíferos del Messiniense y Plioceno del sector norte de la Cuenca del Bajo Segura

The Messinian and Pliocene stratigraphic record of the northern sector of the Bajo Segura Basin has been separated into three main allostratigraphic units (MI, MII and P). These units are composed of continental to marine depositional systems. The aim of this paper is study the foraminiferal assemblages belonging to lagoonal and marine systems. The distribution of these foraminiferal assemblages show two significantly paleoenvironmental changes: 1) an abrupt change from marine to lagoonal foraminifer assemblages at the MI/MII boundary, related with the beginning of the Lago Mare and Terminal Complex deposition; and 2) a significant marine foraminiferal repopulation at the beginning of the Pliocene as a consequence of the marine reflooding of the Mediterranean.

Pistas fósiles asociadas a la discontinuidad fini-Messiniense en el margen norte de la Cuenca del Bajo Segura (SE España)

A detailed analysis of the Upper Messinian-Lower Pliocene at the northern border of the Bajo Segura Basin (BSB) has been carried out. Trace fossils of firm- and rockground were collected, aiding in the recognition of three ichnofacies: Glossifungites (types A and B), Entobia and Gnathichnus. The ichnological data provide evidence that the Pliocene flooding of the BSB, after the Messinian Salinity Crisis, was developed in two pulses. In the first one, the ingression penetrated only along the paleovalleys and produced a coastal trasgressive lag (P0). In the second one, the ingression overflowed the margins of the paleovalleys and extended throughout the entire northern margin, also producing a coastal transgressive lag in the base of the P2 system. The record of the Entobia and Gnathichnus ichnofacies in the clasts of both lags evidences a relatively fast deepening-upward trend in both the transgressions.

La sección de San Miguel de Salinas (Cuenca del Bajo Segura): significado paleoambiental de las asociaciones de foraminíferos en relación con la Crisis de Salinidad del Messiniense

In the composite section of San Miguel de Salinas the following synthems are represented: MI (preevaporitic Messinan), MII (syn-evaporitic Messinian) and P (post-evaporitic Pliocene). The foraminiferal assemblages of these synthems have been studied in order to reveal the palaeoenvironmental changes related to the Mediterranean Salinity Crisis. The change between MI and MII synthems is characterized by the reduction of the foraminiferal biodiversity. Synthem MII records palaeoenvironmental stress related to the evaporitic deposition during the Salinity Crisis. Synthem P marks an abrupt increase of the foraminiferal biodiversity in coincidence with the Pliocene reflooding of the Mediterranean Sea.

Bioestratigrafía basada en foraminíferos planctónicos para el Mioceno superior y Plioceno de la Cuenca del Bajo Segura (Cordillera Bética oriental)

The planktonic foraminifers biostratigraphy is crucial in order to precise the timing of the main tectonosedimentary and palaeogeographic events through the evolution of the Bajo Segura Basin. Our results indicates that the marine stratigraphic record of the basin spans from the earliest late Miocene to the early Pliocene. For this temporal interval, all the recent, astronomically calibrated, planktonic foraminifers biozones had been documented. The oldest depositional stage in the basin is marked by a regional-scale transgression in coincidence with the MMi9 biozone (early Tortonian). The youngest basin-wide marine episode occurs at the MPl4a biozone (Zanclean). The Messinian Salinity Crisis, as a specially noticeable event in the Mediterranean domain, is bracketed between the last Messinian biozone (MMi13c) and the first Pliocene biozone (MPl1).