Danian calcareous nannofossils in ODP Hole 119-738C

An apparently complete Danian section was recovered at ODP Site 738 on the southern Kerguelen Plateau. Calcareous nannofossils are abundant and moderately preserved in the section. A number of taxa common in middle or low latitudes, such as Braarudosphaera, Biscutum? romeinii, Biscutum? parvulum, Cyclagelosphaera, Octolithus multiplus, and Toweius petalosus are absent at Site 738. On the other hand, a bloom of Hornibrookina occurs at Site 738 only slightly (15 cm) above the Cretaceous/Tertiary boundary as defined by the iridium peak. Species of Chiasmolithus and Prinsius are very abundant. This gives the nannofossil assemblages distinct high-latitude characteristics and suggests significant latitudinal thermal gradients in the Danian oceans. A Danian nannofossil zonation for the Antarctic region is proposed, which utilizes traditional markers and several nontraditional markers, i.e., the first occurrences of Hornibrookina, Prinsius martinii, and Chiasmolithus bidens, and the last occurrence of Hornibrookina teuriensis. Quantitative analyses of the calcareous nannofossil assemblages from Site 738 reveal four steps of rapid floral changes in the early Danian before relatively stable nannofloral conditions were reached at about 63.8 Ma.

Age determinations on 4 sediment cores off Iceland

The north Icelandic shelf is partly distinguished by the Tjörnes Fracture Zone featuring numerous active basins in a mud-dominated shelf environment. Late Glacial and Holocene high-resolution sedimentary records from this area have been studied with tephrochronology as the main tool for correlation and for exact timing of palaeoceanographic events in the area. Data from three new piston cores from the shelf demonstrate the importance of tephra markers for the first chronological evaluation and correlation of the cores. The correlation is extended with lithological logs and with magnetic susceptibility records. A detailed multidisciplinary study (including biostratigraphy and tephrochronology) of a late Holocene record of predominantly muddy sediments at the same location demonstrates that marked variations in the distribution of water masses occurred repeatedly through the last 4500 cal. yr. Of special interest is the exact timing of a marked drop in sea-surface temperature in the area, indicated by ice rafting debris concentration, to about 50 years before the Hekla 3 eruption, which occurred at 2980 cal. yr BP. This appears to predate most records of a general cooling event in NW Europe by a couple of centuries. Two different possible age models, one based on 14C dates combined with tephra markers and one based on tephra markers alone, are discussed in context with the problem of different marine reservoir ages of the water masses in the area.

The Antarctic ice core chronology (AICC2012)

Abstract of Bazin et al. (2013): An accurate and coherent chronological framework is essential for the interpretation of climatic and environmental records obtained from deep polar ice cores. Until now, one common ice core age scale had been developed based on an inverse dating method (Datice), combining glaciological modelling with absolute and stratigraphic markers between 4 ice cores covering the last 50 ka (thousands of years before present) (Lemieux-Dudon et al., 2010). In this paper, together with the companion paper of Veres et al. (2013), we present an extension of this work back to 800 ka for the NGRIP, TALDICE, EDML, Vostok and EDC ice cores using an improved version of the Datice tool. The AICC2012 (Antarctic Ice Core Chronology 2012) chronology includes numerous new gas and ice stratigraphic links as well as improved evaluation of background and associated variance scenarios. This paper concentrates on the long timescales between 120-800 ka. In this framework, new measurements of d18Oatm over Marine Isotope Stage (MIS) 11-12 on EDC and a complete d18Oatm record of the TALDICE ice cores permit us to derive additional orbital gas age constraints. The coherency of the different orbitally deduced ages (from d18Oatm, dO2/N2 and air content) has been verified before implementation in AICC2012. The new chronology is now independent of other archives and shows only small differences, most of the time within the original uncertainty range calculated by Datice, when compared with the previous ice core reference age scale EDC3, the Dome F chronology, or using a comparison between speleothems and methane. For instance, the largest deviation between AICC2012 and EDC3 (5.4 ka) is obtained around MIS 12. Despite significant modifications of the chronological constraints around MIS 5, now independent of speleothem records in AICC2012, the date of Termination II is very close to the EDC3 one. Abstract of Veres et al. (2013): The deep polar ice cores provide reference records commonly employed in global correlation of past climate events. However, temporal divergences reaching up to several thousand years (ka) exist between ice cores over the last climatic cycle. In this context, we are hereby introducing the Antarctic Ice Core Chronology 2012 (AICC2012), a new and coherent timescale developed for four Antarctic ice cores, namely Vostok, EPICA Dome C (EDC), EPICA Dronning Maud Land (EDML) and Talos Dome (TALDICE), alongside the Greenlandic NGRIP record. The AICC2012 timescale has been constructed using the Bayesian tool Datice (Lemieux-Dudon et al., 2010) that combines glaciological inputs and data constraints, including a wide range of relative and absolute gas and ice stratigraphic markers. We focus here on the last 120 ka, whereas the companion paper by Bazin et al. (2013) focuses on the interval 120-800 ka. Compared to previous timescales, AICC2012 presents an improved timing for the last glacial inception, respecting the glaciological constraints of all analyzed records. Moreover, with the addition of numerous new stratigraphic markers and improved calculation of the lock-in depth (LID) based on d15N data employed as the Datice background scenario, the AICC2012 presents a slightly improved timing for the bipolar sequence of events over Marine Isotope Stage 3 associated with the seesaw mechanism, with maximum differences of about 600 yr with respect to the previous Datice-derived chronology of Lemieux-Dudon et al. (2010), hereafter denoted LD2010. Our improved scenario confirms the regional differences for the millennial scale variability over the last glacial period: while the EDC isotopic record (events of triangular shape) displays peaks roughly at the same time as the NGRIP abrupt isotopic increases, the EDML isotopic record (events characterized by broader peaks or even extended periods of high isotope values) reached the isotopic maximum several centuries before. It is expected that the future contribution of both other long ice core records and other types of chronological constraints to the Datice tool will lead to further refinements in the ice core chronologies beyond the AICC2012 chronology. For the time being however, we recommend that AICC2012 be used as the preferred chronology for the Vostok, EDC, EDML and TALDICE ice core records, both over the last glacial cycle (this study), and beyond (following Bazin et al., 2013). The ages for NGRIP in AICC2012 are virtually identical to those of GICC05 for the last 60.2 ka, whereas the ages beyond are independent of those in GICC05modelext (as in the construction of AICC2012, the GICC05modelext was included only via the background scenarios and not as age markers). As such, where issues of phasing between Antarctic records included in AICC2012 and NGRIP are involved, the NGRIP ages in AICC2012 should therefore be taken to avoid introducing false offsets. However for issues involving only Greenland ice cores, there is not yet a strong basis to recommend superseding GICC05modelext as the recommended age scale for Greenland ice cores.

Neogene calcareous nannofossils in ODP Leg 116 holes

The three sites (717, 718, and 719) drilled on the distal Bengal Fan during ODP Leg 116 cored turbidite sediments almost exclusively. Calcareous nannofossils were recovered sporadically and, although all of them probably have been redeposited, it is possible to date the sediments at all three sites with reasonable confidence. Site 717 penetrated the uppermost middle Miocene Catinaster coalitus highest occurrence datum and represents the most nearly continuous succession of turbidites. Site 718 penetrated the lower Miocene, well below the Helicosphaera ampliaperta highest occurrence datum, but this site contains a major late Pliocene to mid-Pleistocene hiatus. Site 719, the shallowest hole, penetrated only into the upper Miocene. Identification of several critical lowest occurrence datums allows using the poorly constrained but more numerous highest occurrence datums for comparison with the model succession (zonal markers) and thereby to derive a reasonably accurate time framework for the sediments.

Dissolved organic matter in the Lena Delta in 2009

Large Arctic rivers discharge significant amounts of dissolved organic matter (DOM) into the Arctic Ocean. We sampled natural waters of the Lena River, the Buor-Khaya Bay (Laptev Sea), permafrost melt water creeks, ice complex melt water creeks and a lake. The goal of this study was to characterize the molecular DOM composition with respect to different water bodies within the Lena Delta. We aimed at an identification of source-specific DOM molecular markers and their relative contribution to DOM of different origin. The molecular characterization was performed for solid-phase extracted DOM by Fourier transform ion cyclotron resonance mass spectrometry (FT-ICR MS). Average dissolved organic carbon concentrations in the original samples were 490±75 µmol C/L for riverine and bay samples and 399±115 µmol C/L for permafrost melt water creeks. Average TDN concentrations were elevated in the permafrost melt waters (19.7±7.1 µmol N/L) in comparison to the river and the bay (both 13.2±2.6 µmol N/L). FT-ICR MS and statistical tools demonstrated that the origin of DOM in the Lena Delta was systematically reflected in its molecular composition. Magnitude weighted parameters calculated from MS data (O/Cwa, H/Cwa, C/Nwa) highlighted preliminary sample discrimination. The highest H/Cwa of 1.315 was found for DOM in melt water creeks in comparison to 1.281 for river and 1.230 for the bay samples. In the bay samples we observed a higher fraction of oxygen-rich components which was reflected in an O/Cwa ratio of 0.445 in comparison to 0.425 and 0.427 in the river and creeks, respectively. From the southernmost location to the bay a relative depletion of nitrogenous molecular markers and an enrichment of oxidized DOM components occurred. The highest contribution of nitrogenous components was indicative for creeks reflected in a C/Nwa of 104 in comparison to 143 and 176 in the river and bay, respectively. These observations were studied on a molecular formula level using principal component and indicator value analyses. The results showed systematic differences with respect to water origin and constitute an important basis for a better mechanistic understanding of DOM transformations in the changing Arctic rivers.

Probability sampling protocol of classification maps from spaceborne/airborne image

To deliver sample estimates provided with the necessary probability foundation to permit generalization from the sample data subset to the whole target population being sampled, probability sampling strategies are required to satisfy three necessary not sufficient conditions: (i) All inclusion probabilities be greater than zero in the target population to be sampled. If some sampling units have an inclusion probability of zero, then a map accuracy assessment does not represent the entire target region depicted in the map to be assessed. (ii) The inclusion probabilities must be: (a) knowable for nonsampled units and (b) known for those units selected in the sample: since the inclusion probability determines the weight attached to each sampling unit in the accuracy estimation formulas, if the inclusion probabilities are unknown, so are the estimation weights. This original work presents a novel (to the best of these authors' knowledge, the first) probability sampling protocol for quality assessment and comparison of thematic maps generated from spaceborne/airborne Very High Resolution (VHR) images, where: (I) an original Categorical Variable Pair Similarity Index (CVPSI, proposed in two different formulations) is estimated as a fuzzy degree of match between a reference and a test semantic vocabulary, which may not coincide, and (II) both symbolic pixel-based thematic quality indicators (TQIs) and sub-symbolic object-based spatial quality indicators (SQIs) are estimated with a degree of uncertainty in measurement in compliance with the well-known Quality Assurance Framework for Earth Observation (QA4EO) guidelines. Like a decision-tree, any protocol (guidelines for best practice) comprises a set of rules, equivalent to structural knowledge, and an order of presentation of the rule set, known as procedural knowledge. The combination of these two levels of knowledge makes an original protocol worth more than the sum of its parts. The several degrees of novelty of the proposed probability sampling protocol are highlighted in this paper, at the levels of understanding of both structural and procedural knowledge, in comparison with related multi-disciplinary works selected from the existing literature. In the experimental session the proposed protocol is tested for accuracy validation of preliminary classification maps automatically generated by the Satellite Image Automatic MapperT (SIAMT) software product from two WorldView-2 images and one QuickBird-2 image provided by DigitalGlobe for testing purposes. In these experiments, collected TQIs and SQIs are statistically valid, statistically significant, consistent across maps and in agreement with theoretical expectations, visual (qualitative) evidence and quantitative quality indexes of operativeness (OQIs) claimed for SIAMT by related papers. As a subsidiary conclusion, the statistically consistent and statistically significant accuracy validation of the SIAMT pre-classification maps proposed in this contribution, together with OQIs claimed for SIAMT by related works, make the operational (automatic, accurate, near real-time, robust, scalable) SIAMT software product eligible for opening up new inter-disciplinary research and market opportunities in accordance with the visionary goal of the Global Earth Observation System of Systems (GEOSS) initiative and the QA4EO international guidelines.

Modelo de Gestión del Conocimiento para la Competitividad del Sector de las Construcciones Petroleras, Petroquímicas y Energéticas Venezolanas

La construcción es una de las actividades más valiosas para la sociedad debido a la naturaleza de los servicios que ofrece y por el volumen de empleos y movimiento económico que genera. Por ello es un elemento fundamental para el desarrollo sustentable. Es una industria compleja, cada vez más dependiente del conocimiento. Debido a su naturaleza fragmentaria y temporal y la alta rotación de personal presenta grandes retos y complicaciones particulares. Estas dificultades en oportunidades pueden transformarse en problemas por la complejidad, localización geográfica o los requisitos técnicos, financieros e innovaciones de los proyectos. Debido a sus características, las construcciones sufren cambios en las condiciones planificadas. Con frecuencia estos cambios conducen a retrasos en la ejecución de los proyectos, costes superiores a los presupuestados y conflictos entre los clientes y los ejecutores. Esto genera problemas de competitividad que afectan tanto a países desarrollados como países en vías de desarrollo. Los problemas de la construcción tienen perniciosos efectos para la sociedad, que pierde recursos que deberían permitir mejores resultados en términos de calidad de vida y beneficios sociales y económicos. Debido a la importancia del sector y los ingentes recursos que se invierten en cada proyecto se justifican los máximos esfuerzos para lograr los mejores desempeños de esta industria. Éste interés ha orientado el desarrollo de investigaciones, para apoyar el logro de los objetivos de mejoramiento continuo y construcción sustentable. Los estudios desarrollados han permitido demostrar el valor añadido del conocimiento en todos los sectores productivos. Para la construcción, los conocimientos ofrecen indicadores de desempeño, datos y lecciones aprendidas provenientes de aciertos y errores. Estos deben conducir a aprendizajes fundamentales para sustentar su competitividad. Sin embargo, a pesar de los conocimientos disponibles y los avances en las técnicas de control gerencial y de proyectos, es alarmante la recurrencia de los problemas de construcción. Esta problemática se manifiesta con severidad en los proyectos de construcción industrial que se desarrollan para el sector petrolero, petroquímico y energético venezolano. El sector presenta evidentes necesidades para un mejor desempeño competitivo por la alta incidencia de retrasos de los proyectos, que implican pérdidas de gran parte de los recursos humanos, financieros, técnicos y conocimientos invertidos. Esta investigación plantea como objetivos analizar la importancia de la construcción y su sustentabilidad, los principales problemas que afectan el sector, la gestión del conocimiento y algunos modelos disponibles para gestionarlos. Igualmente examina las lecciones aprendidas y la productividad y competitividad, con particular atención a los problemas de competitividad venezolanos. Adicionalmente se evalúan las implicaciones del conocimiento como activo estratégico y se caracterizan las empresas de construcción industrial venezolanas. Para ello se identifican las dimensiones que sustentan la gestión del conocimiento en estas empresas, para finalmente determinar las que resultan más idóneas para el nuevo modelo a ser propuesto. Con estos objetivos se desarrolló el estudio empírico. Para ello fueron invitados a participar representantes de 105 empresas y expertos de construcción distintos, todos con experiencias de construcción al sector industrial venezolano. Se obtuvieron 112 respuestas en representación de 41 organizaciones y expertos diferentes. El trabajo de campo inició en Junio de 2012 y culminó en Noviembre de 2012. Los datos obtenidos fueron analizados con apoyo de técnicas estadísticas descriptivas y multivariables. Los objetivos de la investigación se alcanzaron ya que se logró caracterizar el sector de las construcciones industriales y se propuso un nuevo modelo de gestión del conocimiento adecuado a sus características. El nuevo modelo fue formulado atendiendo a criterios de sencillez, bajos costes y facilidad de adaptación para motivar su utilización en organizaciones de construcción industrial variadas. Con ello se busca que resulte de utilidad aún para las organizaciones más pequeñas, con menores recursos o aquellas que enfrentan entornos constructivos complicados. Por último se presentan algunas sugerencias para motivar la comprensión de los fenómenos estudiados en los grupos de interés de la construcción. Se propone analizar estos problemas desde las etapas iniciales de los estudios de ingeniería, de arquitectura, de construcción, de economía y administración. Igualmente se propone desarrollar acciones conjuntas de parte de los sectores académicos, gubernamentales, industriales y asociaciones para el mejoramiento competitivo y desarrollo sustentable global. La propuesta aporta datos sobre el sector constructivo venezolano en un área que presenta grandes carencias y propone un modelo innovador por su sencillez y orientación hacia el uso diario e intuitivo de los conocimientos como recursos fundamentales para la competitividad. Esta orientación puede tener trascendencia más allá del sector descrito, para apoyar la solución de problemas de otras industrias en entornos globales. ABSTRACT Construction is one of the most valuable activities for society due to the nature of the services offered and the number of jobs and revenues generated. Therefore it is a key element for sustainable development. Construction is a complex industry increasingly dependent on knowledge. Its temporary and fragmentary nature and the high staff turnover present great challenges and particular complications to construction. In some cases these conditions may evolve to serious problems because of the complexity, geographic location or even technical, financial and innovative requirements of each project. Due to their characteristics, constructions frequently undergo changes in planned conditions. Often these changes lead to delays in project completion, costs higher than budgeted and conflicts between clients and performers. This creates problems of competitiveness affecting both developed and developing countries. The construction problems have harmful effects on society, since it loses resources that would otherwise allow better results in terms of quality of life and social and economic benefits. The importance and the enormous resources invested in each project justify the efforts to achieve the best performance of this industry. This interest has guided the development of multiple research efforts to support the achievement of construction performance improvements and sustainable construction. The studies carried out have demonstrated the added value of knowledge in all productive sectors. For construction, knowledge offers performance indicators, data and lessons learned from successes and failures. These should lead to fundamental learning to sustain sector competitiveness. However, despite the available knowledge and advances in techniques and project management control, the recurrence of construction problems is alarming. This problem shows itself severely in industrial construction projects that are developed for the Venezuelan oil, petrochemical and energy sectors. These sectors have evident needs for better competitive performance because of the high incidence of project delays, involving loss of much of the human, financial, technical and knowledge resources invested. This research analyzes the importance of construction and sustainability, the main problems affecting the sector, knowledge and some models available to manage them. It also examines the lessons learned and the productivity and competitiveness, with particular attention to the problems of Venezuelan competitiveness. Additionally, the Venezuelan industrial construction companies are characterized evaluating the implications of knowledge as an strategic asset for construction. Moreover, the research evaluates the dimensions that support knowledge management in these companies, to finally identify those that are the most suitable for the new model to be proposed. With these objectives in mind the empirical study was developed. 105 different companies and experts with Venezuelan industrial construction experiences were invited to participate on the survey. 112 responses were obtained representing 41 different organizations and experts. Fieldwork started in June 2012 and ended in November 2012. The data obtained was analyzed with descriptive and multivariate statistical techniques. The research objectives were achieved since the industrial construction sector was characterized and a new management model was proposed based on the particular characteristics of these companies. The new model was formulated according to the criteria of simplicity, low cost and ease of adaptation. This was performed to motivate the use of the new model in various industrial construction organizations, even in smaller companies, with limited resources or those facing complex construction environments. Finally some suggestions to encourage understanding of the phenomena studied among construction stakeholders were proposed. The importance of studying these problems at an early stage of the engineering, architectural, construction, economic and administration studies is highlighted. Additionally, academic, government, industrial organizations and associations are invited to join efforts to improve the competitive and sustainable global development. The proposal provides data on the Venezuelan construction sector in an area that has large gaps and proposes a model which is innovative for its simplicity and suggests the daily and intuitive use of knowledge resources as a key issue to competitiveness. This orientation may have implications beyond the described sector to support the solution of problems of other industries in a global environment.

Gobierno abierto y estado de madurez en el sector público español

La crisis y la disminución de confianza en las Administraciones Públicas están produciendo que los gobiernos apuesten por nuevos sistemas de gobernanza y organización. Si bien esto es un hecho claro, no lo es tanto el nivel de implantación e implicación en estos temas por parte de las Administraciones. El objetivo principal de este proyecto es el de determinar el Estado de Madurez del Gobierno Abierto en el Sector Público Español. Para ello, se realiza un estudio teórico en el que se enmarca este concepto y se dan a conocer las definiciones previas y puntos clave necesarios para su implantación. Posteriormente, mediante distintos análisis, entre los que se incluyen indicadores, encuestas y estudios de las diferentes webs, se pretende llegar al estado actual y a un modelo general y eficiente de Gobierno Abierto. ABSTRACT. Crisis and the fall in public authorities confident are making Governments go to new systems of Government and organization. Although this is a fact, not so much the level of implantation and involvement in these issues by the administrations. The main aim of this project is determine the State of Maturity of the Open Government in the Spanish Public Sector. To achieve this, a theoretical study is made which include this concept and the previous definitions and key points required are given for its implementation. Subsequently, by several analysis, including indicators, surveys and studies of the different sites, we intend to reach the current state and a general and efficient model of Open Government.

Evaluación del uso y de productividad del agua de la Comunidad de Regantes “Río Adaja”

El agua de riego en España se ha reducido del 80 % al 70% tras la rehabilitación de los sistemas tradicionales de riego y el incremento de riegos a presión. La política española ha favorecido la creación de nuevos regadíos con fines sociales, para asentar a la población rural en zonas con disponibilidad de recursos hídricos. Este contexto es aplicable a la Comunidad de Regantes “Rio Adaja” (CCRR), que comenzó a funcionar en 2010 por lo que se la ha elegido para evaluar el uso y productividad del agua y manejo del riego en CCRR modernizadas de la cuenca del Duero. El estudio del manejo del riego se realizó con evaluaciones de campo, el primer año de funcionamiento, en una muestra de sistemas de riego (pivotes centrales, ramales de avance frontal, cobertura total) representativa de los sistemas predominantes en la CCRR. Además, se analizó la carta de riego propuesta por el fabricante de los pivotes centrales, considerando una distribución de caudal continua a lo largo del ramal, y se propuso una nueva carta con emisores de riego que mejoraban la uniformidad de aplicación del agua. El uso del agua en la CCRR se evaluó considerando tanto los indicadores de eficiencia del riego: suministro relativo de riego (anual relative irrigation supply, ARIS), suministro relativo del agua (anual relativewater supply, ARWS), suministro relativo de precipitación (rainfall relative supply, RRS) como los de productividad: productividad del agua (water productivity, WP) productividad del agua de riego (irrigation water productivity, IWP) y productividad de la evapotranspiración (evapotranspiration water productivity, ETWP). Primero, se determinaron: las necesidades hídricas de los cultivos para mantener un contenido de humedad óptimo en su zona radical, el coeficiente dual del cultivo, el agua disponible total (ADP) y agua fácilmente aprovechable (AFA). Después, se estimaron las necesidades hídricas de los cultivos considerando tres años tipo: húmedo, normal y seco correspondientes a la probabilidad de disponibilidad de la precipitación del 20, 50 y 80%, respectivamente. Así mismo, se realizó una encuesta a los regantes de la CCRR para conocer la dosis de riego y rendimiento anual de los cultivos principales durante sus tres años de funcionamiento: 2010-2011, 2011-2012 y 2012-2013.Finalmente, se simuló el efecto del riego y su manejo en la producción de los cultivos y en la productividad del agua. Además, el modelo de simulación AQUACROP (Geerts et al., 2010) se ha utilizado para estudiar la mejora del uso del agua de los cultivos de la CCRR. Dado que este modelo requiere de calibración específica para cada cultivo y cada zona y dado que, de todos los cultivos de la CCRR, sólo el girasol cumplía el requisito, este cultivo fue elegido para estudiar si la estrategia de riego deficitario mejoraría el uso del agua. Los resultados obtenidos indican que el 90% de los sistemas de riego evaluados distribuye el agua con una uniformidad adecuada (CUC≥75%). La simulación de la distribución del agua con las cartas de riego propuestas por el fabricante en pivotes centrales resultó en coeficientes CUC< 75% y sus valores mejoraban al eliminar el aspersor distal. La uniformidad del riego mejoraría si se trabajase con la carta de riego propuesta y que se compone por emisores de riego seleccionados en este estudio. En la mayoría de los cultivos, se aplicó riegos deficitarios (ARIS < 1 en los dos primeros años de funcionamiento de la CCRR y riegos excedentarios (ARIS > 1) el tercer año siendo significativas las diferencias observadas. El manejo del riego fue bueno (0,9 ≤ ARWS ≤1,2) en la mayoría de los cultivos. Así mismo, los indicadores de productividad del agua (WP e IWP (€.m-3)) varió entre cultivos y años estudiados y, destacan los valores observados en: cebolla, patata, zanahoria y cebada. En general, la productividad del agua en los riegos deficitarios fue mayor observándose además, que los índices de productividad mayores correspondieron al año con precipitación mayor aunque, las diferencias entre sus valores medios no fueron significativas en las tres campañas de riego estudiadas. Los resultados apuntan a que la metodología del balance hídrico y las herramientas presentadas en este trabajo (uniformidad de distribución de agua, indicadores de eficiencia del uso de agua y de su productividad) son adecuadas para estudiar el manejo del agua en CCRR. En concreto, la uniformidad en la aplicación del agua de la CCRR mejoraría seleccionando emisores de riego que proporcionen una mayor uniformidad de distribución del agua, lo que conllevaría a cambiar el diámetro de la boquilla de los emisores y/o eliminar el aspersor distal. Así mismo, puede ser de interés adoptar estrategias de riego deficitario para incrementar la productividad en el uso del agua, y las rentas de los regantes, para lo cual se propone utilizar un patrón de cultivos de referencia. Finalmente, el riego deficitario puede ser una estrategia para mejorar la eficiencia y productividad en el uso del agua de la CCRR siempre que lleve asociado un manejo del riego adecuado que resulta, relativamente, más fácil cuando se dispone de sistemas de riego con una uniformidad de aplicación alta. Sin embargo su aplicación no sería aconsejable en los cultivos de remolacha azucarera, regado con sistemas de riego con un coeficiente de uniformidad de Christiansen CUC < 75%, y maíz, regado con sistemas de riego con un coeficiente de uniformidad de Christiansen CUC < 65%. ABSTRACT The irrigation scheme modernization and the increase of sprinkler irrigation area have reduced the irrigation water use from 80 to 70%. The national irrigation policy favored the creation of new irrigation schemes with the purpose to settle the rural population in areas with availability in water resources. Within this context, the irrigation district “Río Adaja” (CCRR) started in 2010 so, it has been chosen as a case study to evaluate the water use and the irrigation management in a modernized CCRR. Several field evaluations were carried out during the first operation year, in a sample of irrigation systems (center pivot, moving lateral and solid set) selected among all the systems in the CCRR. Likewise, the manufacturer irrigation chart for the center pivot systems has been considered and the pressure and discharge distribution along the pivot have been estimated, assuming a continuous flow along the pipe. Then; the sprinkler nozzles were selected order to increase the uniformity on water application. The water use in the CCRR has been assessed by considering the water use efficiency indicators: annual relative irrigation supply (ARIS), annual relative water supply (ARWS), relative rainfall supply (RRS) and also the productivity indicators: water productivity (WP), irrigation water productivity (IWP) and evapotranspiration water productivity (ETWP). On the one hand, it has been determined the crop water requirement (to maintain the optimal soil water content in the rooting zone), the dual crop coefficient, the total available water and the readily available water. The crop water requirement was estimated by considering the typical wet, normal and dry years which correspond to the probability of effective precipitation exceedance of 20, 50 and 80%, respectively. On the other hand, the irrigation depth and crop yield by irrigation campaign have been considered for the main crops in the area. This information was obtained from a farmer’s survey in 2010-2011, 2011-2012 and 2012-2013. For sunflower, the irrigation effect and its management on the crop yield and water productivity have been simulated. Also a deficit irrigation strategy, which improves the water resources, has been determined by means of AQUACROP (FAO). The results showed that 90% of the evaluated irrigation systems have adequate irrigation water application uniformity (CUC ≥ 75%). The CUC values in center pivots, which were calculated using the manufacturer irrigation chart, are below < 75% . However, these values would increase with the change of emitter nozzle to the proposed nozzles selection. The results on water use showed a deficit irrigation management (ARIS < 1), in most of crops during the first two operation years, and an excess in irrigation for the third year (ARIS > 1) although non-significant difference was observed. In most cases, the management of irrigation is adequate (0,9≤ ARWS≤ 1,2) although there are differences among crops. Likewise, the productivity indicators (WP and IWP (€.m-3)) varied among crops and with irrigation events. The highest values corresponded to onion, potato, carrot and barley. The values for deficit irrigation were the highest and the productivity indicators increased the year with the highest effective precipitation. Nevertheless, the differences between the average values of these indicators by irrigation campaign were non-significant. This study highlights that the soil water balance methodology and other tools used in the methodology are adequate to study the use and productivity of water in the irrigation district. In fact, the water use in this CCRR can be improved if the irrigation systems were designed with higher water distribution uniformity what would require the change of sprinkler nozzles and/or eliminate the end gun. Likewise, it is advisable to set up deficit irrigation strategies to increase the water productivity taking into account certain limits on water application uniformities. In this respect, a reference cropping pattern has been proposed and the limits for water uniformity have been calculated for several crops.

Evaluación de la pertinencia de maestrías en ingeniería : aplicación en la Universidad de Piura, Perú

La formación de postgrado en ingeniería es muy importante para mejorar la competitividad y lograr el desarrollo en los países. Para ello es necesaria una fuerte vinculación de la universidad con su entorno socio económico de modo que los objetivos que se plantea en sus programas formativos sean coherentes con las necesidades reales de los beneficiarios: los estudiantes, la universidad y la comunidad. Es decir, los programas deben ser pertinentes. Y en los países en vías de desarrollo este tema es aún más importante. Se necesita modelos de evaluación que midan este grado de adecuación entre los objetivos de los programas con las necesidades de los estudiantes y las partes interesadas. Sin embargo, los modelos de evaluación existentes tienen principalmente fines de acreditación y están diseñados para evaluar la eficacia, es decir si los resultados obtenidos están de acuerdo con la misión y los objetivos planteados. Su objetivo no es medir la pertinencia. Esta investigación tiene como objetivo diseñar un modelo de evaluación de la pertinencia de maestrías en ingeniería y aplicarlo a un caso concreto. Se trata de maestrías que ya están en funcionamiento y son dictadas en una universidad en un país en desarrollo. Para diseñar el modelo se define primero el concepto de pertinencia de una maestría en ingeniería haciendo una revisión bibliográfica y consultando a expertos en los temas de pertinencia de la educación superior y formación en postgrado en ingeniería. Se utiliza una definición operativa que facilita luego la identificación de factores e indicadores de evaluación. Se identifica dos tipos de pertinencia: local y global. La pertinencia global está relacionada con la inserción de la maestría en el sistema global de producción de conocimiento. La pertinencia local tiene tres dimensiones: la personal, relacionada con la satisfacción de necesidades de los estudiantes, la institucional, relacionada con las necesidades e intereses de la universidad que acoge a la maestría y la pertinencia social, ligada a la satisfacción de necesidades y demandas de la comunidad local y nacional. El modelo diseñado es aplicado en la maestría en Ingeniería Civil con mención en Ingeniería Vial de la Universidad de Piura, Perú lo que permite obtener conclusiones para su aplicación en otras maestrías. ABSTRACT Graduate engineering education is very important to improve competitiveness and achieve development in countries. It is necessary a strong linkage between university and its socio economic environment, so that programs objectives are consistent with the real needs of the students, university and community. That is to say programs must be relevant. And in developing countries this issue is very important. Evaluation models to measure the degree of adequacy between the programs objectives with the needs of students and stakeholders is needed. However, existing evaluation models have mainly the purpose of accreditation and are designed to evaluate the efficacy. They evaluate if the results are consistent with the mission and objectives. Their goal is not to measure the relevance. This work aimed to design a model for evaluating the relevance of master's degrees in engineering and applied to a specific case. They must be masters already in operation and are taught at a university in a developing country. In order to build the model, first concept of relevance of a master's degree in engineering was defined. Literature was reviewed and we consulted experts on issues of relevance of higher education and graduate engineering education. An operational definition is used to facilitate the identification of factors and evaluation indicators. Local and global: two types of relevance were identified. The global relevance is related to the inclusion of Master in the global system of knowledge production. The local relevance has three dimensions: personal, related to meeting students' needs, institutional, related to the needs and interests of university that houses the Master and social relevance, linked to the satisfaction of needs and demands of local and national community. The designed model is applied to the Master degree in Civil Engineering with a major in Traffic Engineering of Universidad de Piura, Peru which allowed to obtain conclusions for application in other masters.

Manipulation of the membrane binding site of vitamin K-dependent proteins: Enhanced biological function of human factor VII

Recent studies suggested that modification of the membrane contact site of vitamin K-dependent proteins may enhance the membrane affinity and function of members of this protein family. The properties of a factor VII mutant, factor VII-Q10E32, relative to wild-type factor VII (VII, containing P10K32), have been compared. Membrane affinity of VII-Q10E32 was about 20-fold higher than that of wild-type factor VII. The rate of autoactivation VII-Q10E32 with soluble tissue factor was 100-fold faster than wild-type VII and its rate of activation by factor Xa was 30 times greater than that of wild-type factor VII. When combined with soluble tissue factor and phospholipid, activated factor VII-Q10E32 displayed increased activation of factor X. Its coagulant activity was enhanced in all types of plasma and with all sources of tissue factor tested. This difference in activity (maximum 50-fold) was greatest when coagulation conditions were minimal, such as limiting levels of tissue factor and/or phospholipid. Because of its enhanced activity, factor VII-Q10E32 and its derivatives may provide important reagents for research and may be more effective in treatment of bleeding and/or clotting disorders.

Genetic epidemiology of single-nucleotide polymorphisms

On the causal hypothesis, most genetic determinants of disease are single-nucleotide polymorphisms (SNPs) that are likely to be selected as markers for positional cloning. On the proximity hypothesis, most disease determinants will not be included among markers but may be detected through linkage disequilibrium with other SNPs. In that event, allelic association among SNPs is an essential factor in positional cloning. Recent simulation based on monotonic population expansion suggests that useful association does not usually extend beyond 3 kb. This is contradicted by significant disequilibrium at much greater distances, with corresponding reduction in the number of SNPs required for a cost-effective genome scan. A plausible explanation is that cyclical expansions follow population bottlenecks that establish new disequilibria. Data on more than 1,000 locus pairs indicate that most disequilibria trace to the Neolithic, with no apparent difference between haplotypes that are random or selected through a major disease gene. Short duration may be characteristic of alleles contributing to disease susceptibility and haplotypes characteristic of particular ethnic groups. Alleles that are highly polymorphic in all ethnic groups may be older, neutral, or advantageous, in weak disequilibrium with nearby markers, and therefore less useful for positional cloning of disease genes. Significant disequilibrium at large distance makes the number of suitably chosen SNPs required for genome screening as small as 30,000, or 1 per 100 kb, with greater density (including less common SNPs) reserved for candidate regions.