Calidad del agua en el área regadía del río Mendoza : temperatura, pH, iones solubles y sólidos

El río Mendoza riega el oasis Norte en el que se encuentra asentada la población del Gran Mendoza. El crecimiento urbano avanzó sobre áreas originalmente agrícolas, rodeándolas y atravesándolas con una intrincada red de canales y desagües de riego y colectores de desagües urbano-pluviales. Para conocer la evolución de la calidad del agua de esta cuenca se seleccionaron, estratégicamente, diversos sitios de muestreo: tres puntos (RI a RIII) a lo largo del río a partir del derivador (dique Cipolletti), cinco en la red de canales (CI a CV) y siete ubicados en los colectores de drenaje (DI a DVII). En ellos se realizó el análisis de las variables temperatura, pH, iones solubles y sólidos (en suspensión, sedimentables 10 minutos, totales, fijos y volátiles). En la red de drenaje sólo se analizaron los tres primeros parámetros. La metodología estadística incluyó el análisis descriptivo, inferencial y espacial de cada variable. Los resultados indican que en el río no hay diferencias entre los puntos de muestreo en lo que respecta a pH y sólidos totales volátiles. En cambio, sí se encuentran diferencias en todas las demás variables, y en general entre RIII y RII respecto de RI. En canales y RI no hay diferencias entre los puntos de muestreo en carbonatos y sólidos totales volátiles y sí en todas las demás variables analizadas.

Algunas conclusiones acerca de la diversión de jóvenes y adolescentes en la provincia de Mendoza

La temática que se aborda en el presente artículo se refiere a algunas conclusiones que surgen del trabajo de investigación «La diversión nocturna de jóvenes y adolescentes». Pretende aportar algunos elementos para conocer a los/las adolescentes y jóvenes, sus percepciones y significaciones, particularmente respecto de las actividades de diversión como forma de expresión particular. Interesa que se tengan en cuenta sus resultados como contribuciones para el diseño, implementación y reformulación de actuales o futuras políticas públicas. Las expresiones de los/las adolescentes y jóvenes permiten descubrir nuevos posicionamientos y legitimar su voz procurando instalar sus intereses en la agenda del Estado, como aporte a la construcción de la ciudadanía.

Stable isotopes, sedimentology and geochemical analyses of Middle Eocene to early Miocene sediments of ODP Site 177-1090

During Leg 177 of the Ocean Drilling Program (ODP), a well-preserved middle Eocene to lower Miocene sediment record was recovered at Site 1090 on the Agulhas Ridge in the Atlantic sector of the Southern Ocean. This new sediment record shows evidence of a hitherto unknown late Eocene opal pulse. Lithological variations, compositional data, mass-accumulation rates of biogenic and lithogenic sediment constituents, grain-size distributions, geochemistry, and clay mineralogy are used to gain insights into mid-Cenozoic environmental changes and to explore the circumstances of the late Eocene opal pulse in terms of reorganizations in ocean circulation. The base of the section is composed of middle Eocene nannofossil oozes mixed with red clays enriched in authigenic clinoptilolite and smectite, deposited at low sedimentation rates (LE 2 cm/ka). It indicates reduced terrigenous sediment input and moderate biological productivity during this preglacial warm climatic stage. The basal strata are overlain by an extended succession (100 m, 4 cm/ka) of biosiliceous oozes and muds, comprising the upper middle Eocene, the entire late Eocene, and the lowermost early Oligocene. The opal pulse occurred between 37.5 and 33.5 Ma and documents the development of upwelling cells along topographic highs, and the utilization of a marine nutrient- and silica reservoir established during the pre-late Eocene through enhanced submarine hydrothermal activity and the introduction of terrigenous solutions from chemical weathering on adjacent continents. This palaeoceanographic overturn probably was initiated through the onset of increased meridional ocean circulation, caused by the diversion of the Indian equatorial current to the south. The opal pulse was accompanied by increased influxes of terrigenous detritus from southern African sources (illite), mediated by enhanced ocean particle advection in response to modified ocean circulation. The opal pulse ended because of frontal shifts to the south around the Eocene/Oligocene boundary, possibly in response to the opening of the Drake Passage and the incipient establishment of the Antarctic Circumpolar Current. Condensed sediments and a hiatus within the early Oligocene part of the section possibly point to an invigoration of the deep-reaching Antarctic Circumpolar Current. The mid-Oligocene to lower Miocene section on long time scale exhibits less pronounced lithological variations than the older section and points to relatively stable palaeoceanographic conditions after the dramatic changes in the late Eocene to early Oligocene.

East Asia's Economic Development cum Trade "Divergence"

This paper addresses some salient features of how some of "successful" East Asian economies have been faring in terms of enhancing their export competitiveness. That export becomes more divergent in terms of its unit price as more technology-enhancing economic activity is undertaken within an economy, is the primary message that this study conveys. This is indeed what Schumpeter had addressed in conjunction with his "creative destruction" thesis. From this perspective, East Asia's export-led industrialization has been attained through a particular policy focus upon high "trade divergence" sectors underpinned by a generally high level of manufacturing flexibility. The experience of Malaysia's development serves as the strong case in point. As an East Asia-wide FTA is expected to facilitate "divergent" export-led industrialization through enhanced knowledge interaction, this dynamic or "divergent" impact that knowledge creation could exert should come to the fore of relevant policy arguments, together with static consideration of trade creation and diversion. A formal statistical test of the "divergence hypothesis" above is called for with a view to building upon this preliminary study.

Calculation Methodology and Fabrication Procedures for Particle Accelerator Strip-Line Kickers: Application to the CTF3 Combiner Ring Extraction Kicker and TL2 Tail Clippers

A particle accelerator is any device that, using electromagnetic fields, is able to communicate energy to charged particles (typically electrons or ionized atoms), accelerating and/or energizing them up to the required level for its purpose. The applications of particle accelerators are countless, beginning in a common TV CRT, passing through medical X-ray devices, and ending in large ion colliders utilized to find the smallest details of the matter. Among the other engineering applications, the ion implantation devices to obtain better semiconductors and materials of amazing properties are included. Materials supporting irradiation for future nuclear fusion plants are also benefited from particle accelerators. There are many devices in a particle accelerator required for its correct operation. The most important are the particle sources, the guiding, focalizing and correcting magnets, the radiofrequency accelerating cavities, the fast deflection devices, the beam diagnostic mechanisms and the particle detectors. Most of the fast particle deflection devices have been built historically by using copper coils and ferrite cores which could effectuate a relatively fast magnetic deflection, but needed large voltages and currents to counteract the high coil inductance in a response in the microseconds range. Various beam stability considerations and the new range of energies and sizes of present time accelerators and their rings require new devices featuring an improved wakefield behaviour and faster response (in the nanoseconds range). This can only be achieved by an electromagnetic deflection device based on a transmission line. The electromagnetic deflection device (strip-line kicker) produces a transverse displacement on the particle beam travelling close to the speed of light, in order to extract the particles to another experiment or to inject them into a different accelerator. The deflection is carried out by the means of two short, opposite phase pulses. The diversion of the particles is exerted by the integrated Lorentz force of the electromagnetic field travelling along the kicker. This Thesis deals with a detailed calculation, manufacturing and test methodology for strip-line kicker devices. The methodology is then applied to two real cases which are fully designed, built, tested and finally installed in the CTF3 accelerator facility at CERN (Geneva). Analytical and numerical calculations, both in 2D and 3D, are detailed starting from the basic specifications in order to obtain a conceptual design. Time domain and frequency domain calculations are developed in the process using different FDM and FEM codes. The following concepts among others are analyzed: scattering parameters, resonating high order modes, the wakefields, etc. Several contributions are presented in the calculation process dealing specifically with strip-line kicker devices fed by electromagnetic pulses. Materials and components typically used for the fabrication of these devices are analyzed in the manufacturing section. Mechanical supports and connexions of electrodes are also detailed, presenting some interesting contributions on these concepts. The electromagnetic and vacuum tests are then analyzed. These tests are required to ensure that the manufactured devices fulfil the specifications. Finally, and only from the analytical point of view, the strip-line kickers are studied together with a pulsed power supply based on solid state power switches (MOSFETs). The solid state technology applied to pulsed power supplies is introduced and several circuit topologies are modelled and simulated to obtain fast and good flat-top pulses.

Análisis empírico del tráfico en las autopistas de peaje radiales 3 y 5 de Madrid

El propósito de la presente investigación es determinar si, a través del estudio y análisis de los estudios de tráfico en autopistas de peaje, se pueden determinar las razones de los incumplimientos en las previsiones de estos estudios. La metodología se basa en un análisis empírico ex- post facto de los estudios de tráfico contenidos en los anteproyectos de las autopistas Radial 3 y Radial 5 y los datos realmente verificados. Tras una introducción para presentar las principales características de las autopistas de peaje, se realiza una revisión de la bibliografía sobre el cumplimiento de las previsiones de tráfico. Lo anterior permite establecer una serie de aspectos que pueden contribuir a estos incumplimientos, así como una serie de medidas encontradas para mejorar las futuras previsiones. Ya en el núcleo fundamental de la investigación, esta se centra en el análisis del cumplimiento de las previsiones de tráfico contenidas en los anteproyectos de la Radial 3 y Radial 5. Se realiza un análisis crítico de la metodología adoptada, así como de las variables e hipótesis realizadas. Tras este primer análisis, se profundiza en la fase de asignación de los estudios. Siempre con base a los tráficos reales y para el año 2006, se cuantifica el efecto en los incumplimientos, por un lado de las variables utilizadas, y por otro, del propio método ó curva de asignación. Finalmente, y con base en los hallazgos anteriores, se determinan una serie de limitaciones en el método de asignación de tráficos entre recorridos alternativos para el caso de entornos urbanos usado. El planteamiento con base a las teorías del agente racional y maximización de la utilidad esperada es criticado desde la perspectiva de la teoría de decisión bajo condiciones de riesgo planteada por Kahneman y Tversky. Para superar las limitaciones anteriores, se propone una nueva curva de asignación semi empírica que relaciona la proporción del tráfico que circula por la autopista de peaje con la velocidad media en la autovía libre alternativa. ABSTRACT The aim of this research is to confirm whether the forensic analysis of the traffic forecast studies for tolled highways may bring to light the reasons behind the lack of accuracy. The methodology used on this research is empirical and is based on the ex –post facto analysis of the real traffic numbers compared to the forecasted for the tolled highways Radial 3 and Radial 5. Firstly the main features of tolled highways are presented as an introductory chapter. Secondly a broad bibliographic search is presented, this is done from a global perspective and from the Spanish perspective too. From this review, a list of the main causes behind the systematic inaccuracy together with measures to improve future traffic forecast exercises are shown. In what we could consider as the core of the research, it focuses on the ratios of actual / forecast traffic for the tolled highways Radial 3 y Radial 5 in Madrid outskirts. From a critical perspective, the methodology and inputs used in the traffic studies are analysed. In a further step, the trip assignment stage is scrutinised to quantify the influence of the inputs and the assignment model itself in the accuracy of the traffic studies. This exercise is bases on the year 2006. Finally, the assignment model used is criticised for its application in tolled urban highways. The assumptions behind the model, rational agent and expected utility maximization theories, are questioned under the theories presented by Kahneman and Tversky (Prospect Theory). To overcome these assignment model limitations, the author presents a semi empiric new diversion curve. This curve links the traffic proportion using the tolled highway and the average speed in the toll free alternative highway.

Energy requirements in pressure irrigation systems

Modernization of irrigation schemes, generally understood as transformation of surface irrigation systems into pressure –sprinkler and trickle- irrigation systems, aims at, among others, improving irrigation efficiency and reduction of operation and maintenance efforts made by the irrigators. However, pressure irrigation systems, in contrast, carry a serious energy cost. Energy requirements depend on decisions taken on management strategies during the operation phase, which are conditioned by previous decisions taken on the design project of the different elements which compose the irrigation system. Most of the countries where irrigation activity is significant bear in mind that modernization irrigation must play a key role in the agricultural infrastructure policies. The objective of this study is to characterize and estimate the mean and variation of the energy consumed by common types of irrigation systems and their management possibilities. The work includes all processes involved from the diversion of water into irrigation specific infrastructure to water discharge by the emitters installed on the crop fields. Simulation taking into account all elements comprising the irrigation system has been used to estimate the energy requirements of typical irrigation systems of several crop production systems. It has been applied to extensive and intensive crop systems, such us extensive winter crops, summer crops and olive trees, fruit trees and vineyards and intensive horticulture in greenhouses. The simulation of various types of irrigation systems and management strategies, in the framework imposed by particular cropping systems, would help to develop criteria for improving the energy balance in relation to the irrigation water supply productivity.

Frequency and Intensity of drought events over Ebro River basin.

Lately, several researchers have pointed out that climate change is expected to increase temperatures and lower rainfall in Mediterranean regions, simultaneously increasing the intensity of extreme rainfall events. These changes could have consequences regarding rainfall regime, erosion, sediment transport and water quality, soil management, and new designs in diversion ditches. Climate change is expected to result in increasingly unpredictable and variable rainfall, in amount and timing, changing seasonal patterns and increasing the frequency of extreme weather events. Consequently, the evolution of frequency and intensity of drought periods is of most important as in agro-ecosystems many processes will be affected by them. Realising the complex and important consequences of an increasing frequency of extreme droughts at the Ebro River basin, our aim is to study the evolution of drought events at this site statistically, with emphasis on the occurrence and intensity of them. For this purpose, fourteen meteorological stations were selected based on the length of the rainfall series and the climatic classification to obtain a representative untreated dataset from the river basin. Daily rainfall series from 1957 to 2002 were obtained from each meteorological station and no-rain period frequency as the consecutive numbers of days were extracted. Based on this data, we study changes in the probability distribution in several sub-periods. Moreover we used the Standardized Precipitation Index (SPI) for identification of drought events in a year scale and then we use this index to fit log-linear models to the contingency tables between the SPI index and the sub-periods, this adjusted is carried out with the help of ANOVA inference.

Estudio de la viabilidad técnica y económica del establecimiento de una terminal de contenedores automatizada en el Mediterráneo español

Esta Tesis analiza, en primer lugar, las posibilidades y condiciones de los puertos españoles de Algeciras, Valencia y Barcelona para acoger en el futuro una terminal totalmente automatizada (robotizada) de contenedores con una capacidad aproximada de 1,3-1,4 millones de contenedores/año o 2 millones de TEU/año. Entre las posibles amenazas y oportunidades que pueden afectar al actual tráfico de esos puertos, la Tesis se centra en el desvío del tráfico de contenedores de transbordo, la sustitución de los tráficos marinos por tráficos ferroviarios, la posibilidad de convertir al Mediterráneo español en la puerta de entrada de productos asiáticos, el cambio de la ruta Asia-Europa a través del Canal de Suez por la ruta Asia-Europa a través del Ártico, la posibilidad de circunvalar África para evitar el Canal de Suez y la próxima apertura de nuevo Canal de Panamá ampliado. La Tesis describe el Estado del Arte de la tecnología para las terminales de contenedores automatizadas que pudiera ser aplicada en nuestro país y desarrolla una terminal automatizada con la capacidad ya mencionada de 2 millones de TEU/año. El tema del ferrocarril en las terminales de contenedores, como futura lanzadera para la proyección de la influencia de los puertos, está desarrollado como una parte esencial de una terminal de contenedores. Se investiga, también, la automatización total o parcial en la transferencia de mercancía buque-ferrocarril La Tesis también desarrolla una metodología para desglosar los costes e ingresos de una terminal automatizada. A través de esos costes e ingresos se va desarrollando, mediante la utilización de hojas Excel relacionadas, el método para mostrar la estructuración de los hitos económicos fundamentales hasta llegar al VAN, TIR y Periodo de Retorno de la Inversión como elementos clave para la calificación de la terminal como proyecto de inversión. La Tesis realiza la misma metodología para la terminal convencional de contenedores más habitual en el Mediterráneo español: la terminal que utiliza sistemas de grúas sobre ruedas (RTG) en el patio de contenedores. Por último, la Tesis establece la comparativa entre los dos tipos de terminales analizadas: la convencional y la automatizada, basándose en el coste de la mano de obra portuaria como elemento clave para dicha comparativa. Se establece la frontera que determina en qué niveles de coste del personal portuario la terminal automatizada es mejor proyecto de inversión que la terminal convencional con RTG. Mediante la creación de la metodología descrita, la Tesis permite: - La comparativa entre diferentes tipos de terminales - La posibilidad de analizar un modelo de terminal variando sus parámetros fundamentales: costes de los estibadores, nuevas tecnologías de manipulación, diferentes rendimientos, variación de los ingresos, etc. - Descubrir el modelo más rentable de una futura terminal mediante la comparación de las diferentes tecnologías que se puedan emplear para la construcción de dicha terminal ABSTRACT This Thesis examines, first, the possibilities and conditions of the Spanish ports of Algeciras, Valencia and Barcelona to host in the future a fully automated container terminal (robotized) with a capacity of approximately 1.3-1.4 million containers/year or 2 million TEU/year. Among the potential threats and opportunities that may affect the current traffic of these ports, the thesis focuses on the diversion of container transhipment traffic, the replacing of marine traffic by rail traffic, the possibility of converting the Spanish Mediterranean in the door input of Asian products, the changing of the Asia-Europe route through the Suez Canal by the Asia-Europe route through the Arctic, the possibility of circumnavigating Africa to avoid the Suez Canal and the upcoming opening of the new expanded Canal of Panama. The Thesis describes the state-of-the-art technology for automated container terminals that could be applied in our country and develops an automated terminal with the listed capacity of 2 million TEUs / year. The use of the railway system in container terminals to be used as future shuttle to the projection of the influence of the ports is developed as an essential part of a container terminal. We also investigate the total or partial automation in transferring goods from ship to rail. The Thesis also develops a methodology to break down the costs and revenues of an automated terminal. Through these costs and revenues is developed, using linked Excel sheets, the method to show the formation of structured key economic milestones until the NPV, IRR and Period of Return of Investment as key to determining the terminal as an investment project. The Thesis takes the same methodology for the conventional container terminal more common in the Spanish Mediterranean: the terminal using rubber tyred cranes (RTG) in the container yard. Finally, the Thesis provides a comparison between the two types of analyzed terminals: conventional and automated, based on the cost of stevedores labor as a key point for that comparison. It establishes the boundary that determines what levels of stevedore costs make automated terminal to be better investment project than a conventional terminal using RTG. By creating the above methodology, the Thesis allows: - The comparison between different types of terminals - The possibility of analyzing a model of terminal varying its key parameters: stevedores costs, new technologies of container handling, different loading/unloading rates, changes in incomes and so on - Unveil the most profitable model for a future terminal by comparing the different technologies that can be employed for the construction of that terminal

Diazepam binding inhibitor is a potent cholecystokinin-releasing peptide in the intestine.

Pancreatic proteases in the duodenum inhibit the release of cholecystokinin (CCK) and thus exert feedback control of pancreatic exocrine secretion. Exclusion of proteases from the duodenum either by the diversion of bile-pancreatic juice or by the addition of protease inhibitors stimulates exocrine pancreatic secretion. The mechanism by which pancreatic proteases in the duodenum regulate CCK secretion is unknown. In this study, we isolated a trypsin-sensitive peptide that is secreted intraduodenally, releases CCK, and stimulates pancreatic enzyme secretion in rats. This peptide was found to be identical to the porcine diazepam binding inhibitor by peptide sequencing and mass spectrometry analysis. Intraduodenal infusion of 200 ng of synthetic porcine diazepam binding inhibitor1-86 in rats significantly stimulated pancreatic amylase output. Infusion of the CCK antagonist MK-329 completely blocked the diazepam binding inhibitor-stimulated amylase secretion. Similarly, diazepam binding inhibitor33-52 [corrected] also stimulated CCK release and pancreatic secretion in a dose-dependent manner although it was 100 times less potent than the whole peptide. Using a perfusion system containing isolated mucosal cells from the proximal intestine of rats, porcine diazepam binding inhibitor 10(-12) M) dose dependently stimulated CCK secretion. In separate studies, it was demonstrated that luminal secretion of the diazepam binding inhibitor immunoreactivity (7.5 X 10(11) M) could be detected in rat's intestinal washing following the diversion of bile-pancreatic juice. The secretion of this peptide was inhibited by atropine. In conclusion, we have isolated and characterized a CCK-releasing peptide that has a sequence identical to the porcine diazepam binding inhibitor from pig intestinal mucosa and that stimulates CCK release when administered intraduodenally in rat. This peptide may mediate feedback regulation of pancreatic enzyme secretion.

Cobrança pelo uso da água e escassez de recursos hídricos: proposta de modelo de cobrança e aplicação na bacia do rio Atibaia

No Brasil, a Política Nacional de Recursos Hídricos apresenta a cobrança pelo uso da água como um instrumento de gestão de recursos hídricos de caráter econômico. Considerando esse caráter, a cobrança deve ter como objetivos: racionalizar o uso do recurso baseado na sua escassez; reconhecer a água como um bem de valor econômico, refletindo os custos ambientais advindos de sua utilização; e diminuir os conflitos entre os usos, induzindo uma alocação que considere o gerenciamento da demanda e as prioridades da sociedade. Além dessas metas, como instrumento de gestão de uma política que lista como primeiro objetivo \"assegurar à atual e às futuras gerações a necessária disponibilidade de água, em padrões de qualidade adequados aos respectivos usos\", a cobrança deve ser implementada de maneira que o agente usuário direcione seu comportamento no sentido da sustentabilidade ambiental. Mediante esses fundamentos, o que se pretende desenvolver neste trabalho é a aplicação de um modelo de cobrança sobre o uso da água que considera como princípio base a manutenção da qualidade ambiental medida pela adequada gestão da escassez de água e, compondo a busca dessa qualidade, a racionalização econômica e a viabilização financeira. Essa predominância do ambiente sobre aspectos econômicos vem no sentido de desqualificar argumentos segundo os quais, os impactos advindos dos usos da água serão corrigidos indefinidamente mediante investimentos financeiros em infra estrutura. Admitir que o desenvolvimento tem esse poder é supor equivocadamente que o meio econômico é limitante do meio ambiente e não o contrário. Esta constatação mostra qual é o problema da maioria das propostas de cobrança que valoram a água baseadas em custos de tratamento de resíduos e de obras hidráulicas. Por mais elaborados que sejam essas fórmulas de cobrança, chegando a ponto de se conseguir que fique mais caro, mediante um padrão ambiental corretamente definido, captar água ou lançar poluentes do que racionalizar usos, o preço da água não pode estar baseado em fatores cuja \"sustentabilidade\" pode acabar no curto prazo, dependendo do ritmo de crescimento econômico. A sustentabilidade dos recursos hídricos só será base da cobrança pelo uso da água se o valor cobrado for dificultando esse uso à medida que os recursos tornarem se escassos, e não quando os custos de medidas mitigadoras dessa escassez se tornarem muito elevados. Portanto, o modelo de cobrança proposto neste trabalho procura garantir que o agente econômico que está exaurindo o meio ambiente não possa ter capacidade de pagar por essa degradação, ajudando efetivamente a política de outorga do direito de uso da água na observância da capacidade de suporte do meio.

Análise crítica das técnicas de tratamento cirúrgico da obesidade mórbida

Introdução: A obesidade é uma afecção com alta prevalência no Brasil e no mundo. É fator de risco para comorbidades como Diabetes tipo 2 (DM2), Hipertensão Arterial Sistêmica (HAS), Dislipidemia, Apneia Obstrutiva do Sono (AOS), entre outras. Seu tratamento é complexo e a cirurgia bariátrica, executada por diferentes técnicas, tem sido uma das opções. Objetivo: Analisar os resultados publicados na literatura em relação às técnicas cirúrgicas de Banda Gástrica Ajustável (BGA), Gastrectomia Vertical (GV), Gastroplastia com derivação em Y de Roux (GDYR) e Derivação Biliopancreática (DBP) - técnica de \"Scopinaro\" e de \"Duodenal Switch\" quanto às complicações operatórias, à mortalidade, à perda do excesso de peso (PEP) e ao reganho, e a resolução das comorbidades após a operação. Método: Foram analisados 116 estudos selecionados na base de dados MEDLINE por meio da PubMed publicados na Língua Inglesa entre 2003 e 2014. Para comparar as diferentes técnicas cirúrgicas (BGA, GV, GDYR e DBP), realizou-se estudo estatístico por meio da análise de variância (ANOVA) aplicando os testes de Duncan e de Kruskal Wallis avaliando: complicações pós-operatórias (fístula, sangramento e óbito); perda e reganho do excesso de peso, e resolução das comorbidades. Resultados: A ocorrência de sangramento foi de 0,6% na média entre todos os estudos, sendo 0,44% na BGA; 1,29% na GV; 0,81% na GDYR e 2,09% na DBP. Já a ocorrência de fístulas foi de 1,3% na média entre todos os estudos, 0,68% para BGA; 1,93% para GV; 2,18% para GDYR e 5,23% para DBP. A mortalidade nos primeiros 30 dias pós-operatórios foi de 0,9% na média entre todos os estudos, 0,05% na BGA; 0,16% na GV; 0,60% na GDYR e 2,52% na DBP. A PEP após cinco anos na média entre todos os estudos foi de 63,86%, especificamente na BGA, foi de 48,35%; 52,7% na GV; 71,04% na GDYR e 77,90% na DBP. A taxa de DM2 resolvida foi de 76,9% na média entre todos os estudos, sendo 46,80% na BGA; 79,38% na GV; 79,86% na GDYR e 90,78% na DBP. A taxa de Dislipidemia resolvida após a operação foi de 74,0% na média de todo o estudo, sendo 51,28% na BGA; 58,00% na GV; 73,28% na GDYR e 90,75% na DBP. A taxa de HAS resolvida após a operação foi de 61,80% na média de todo o estudo, sendo 54,50% na BGA; 52,27% na GV; 68,11% na GDYR e 82,12% na DBP. A taxa de AOS resolvida após a operação foi de 75,0% na média de todo o estudo, sendo 56,85% na BGA; 51,43% na GV; 80,31% na GDYR e 92,50% na DBP. Conclusão: quando analisadas e comparada as quatro técnicas observa-se que nos primeiros 30 dias pós-operatório a taxa de sangramento é superior nos pacientes submetidos à DBP e taxa de fístula inferior nos pacientes da BGA. Quanto à mortalidade observou-se taxa mais pronunciada nos pacientes submetidos à DBP e menos nos submetidos à BGA. Quanto à PEP observou-se uma uniformidade entre os pacientes submetidos à GV, GDYR E DBP até o terceiro ano. Após esse período observa-se reganho de peso nos submetidos à GV até o quinto ano de seguimento. Já nos pacientes submetidos à BGA observou-se taxas de PEP menos pronunciadas em relação às demais desde o início do seguimento. Quanto à resolução das comorbidades observou-se taxas de resolução de DM2 inferiores nos pacientes submetidos à BGA, e não houve diferença entre nenhuma técnica quanto à resolução das demais comorbidades: HAS, AOS e dislipidemia

A Community Analysis of the Implementation for Household Curbside Recycling Programs: A Diversionary Method to Control Municipal Solid Waste

The Municipality of Anchorage (MOA) is required to better manage, operate and control municipal solid waste (MSW) after the Anchorage Assembly instituted a Zero Waste Policy. Two household curbside recycling programs (CRPs), pay-as-you-throw (PAYT) and single-stream, were compared and evaluated to determine an optimal municipal solid waste diversion method for households within the MOA. The analyses find: (1) a CRP must be designed from comprehensive analysis, models and data correlation that combine demographic and psychographic variables; and (2) CRPs can be easily adjusted towards community-specific goals using technology, such as Geographic Information System (GIS) and Radio Frequency Identification (RFID). Combining resources of policy-makers, businesses, and other viable actors are necessary components to produce a sustainable, economically viable curbside recycling program.

Azudes y acueductos del sistema de riego tradicional de la Vega Baja del Segura (Alicante, España)

En el presente trabajo se describen y analizan las principales obras hidráulicas del sistema de riego tradicional de la comarca de la Vega Baja del Segura, concretamente, los azudes y los acueductos. Los azudes de toma, construidos en el cauce del río Segura, representan el inicio del sistema, desde donde parte una extensa y compleja red de acueductos constituida por acequias y azarbes, como elementos fundamentales, que distribuyen el agua para el regadío. En este estudio se ha llevado a cabo una amplia y profunda investigación documental, tomado datos de campo y captado imágenes in situ que, junto con los diagramas aportados, resultan imprescindibles para comprender la magnitud del sistema. Los resultados obtenidos han servido no sólo para catalogar y caracterizar los elementos que integran el sistema hidráulico del regadío tradicional de la Vega Baja del Segura, sino también para poner de manifiesto un ejemplo real de optimización de recursos hídricos en una zona del sureste peninsular español de escasa e irregular pluviometría. Asimismo, el estudio efectuado revela un sistema de riego sumamente eficiente desde un punto de vista cuantitativo y no tanto desde el cualitativo, debido a la presencia, entre otros contaminantes, de altas concentraciones de sales.

Engineer Leandro Badarán’s project to safeguard the fortresses of Alicante in 1794

After the construction of the San Carlos bastion in Alicante in the final decade of the seventeenth century, and the great trench which the English built around the district of San Francisco during their years of dominance in the War of Succession, the waters of the San Blas gully caused serious damage to these fortifications of the city and to the trade buildings of the port. In 1772, the diversion canal was built. It was designed to divert the riverbed of the gully and send the waters directly to the sea. The project had been initially designed by the Engineer General, Jorge Próspero de Verboom in 1721. This unique work of engineering had some defects, principally in the breakwater which prevented the waters from flowing down the former river course. On several occasions, the water returned to its original riverbed due to the weakness of the breakwater, the narrowness of the channel’s bed and its lack of regularisation, causing serious damage to the bastion, the Babel-facing façade, the traders’ warehouses and other buildings. This study describes the project that the military engineer Leandro Badarán carried out in 1794 in order to technically improve this canal and examines his report on the state of the fortifications. Similar works built in Spain are also explained. It also analyses the repeated disputes between the war department and the port throughout these years over finding a technical solution to the problem.