Aligning and synchronization of MIS5 proxy records from Lake Ohrid (FYROM) with independently dated Mediterranean archives: implications for DEEP core chronology

The DEEP site sediment sequence obtained during the ICDP SCOPSCO project at Lake Ohrid was dated using tephrostratigraphic information, cyclostratigraphy, and orbital tuning through the marine isotope stages (MIS) 15-1. Although this approach is suitable for the generation of a general chronological framework of the long succession, it is insufficient to resolve more detailed palaeoclimatological questions, such as leads and lags of climate events between marine and terrestrial records or between different regions. Here, we demonstrate how the use of different tie points can affect cyclostratigraphy and orbital tuning for the period between ca. 140 and 70 ka and how the results can be correlated with directly/indirectly radiometrically dated Mediterranean marine and continental proxy records. The alternative age model presented here shows consistent differences with that initially proposed by Francke et al. (2015) for the same interval, in particular at the level of the MIS6-5e transition. According to this new age model, different proxies from the DEEP site sediment record support an increase of temperatures between glacial to interglacial conditions, which is almost synchronous with a rapid increase in sea surface temperature observed in the western Mediterranean. The results show how a detailed study of independent chronological tie points is important to align different records and to highlight asynchronisms of climate events. Moreover, Francke et al. (2016) have incorporated the new chronology proposed for tephra OH-DP-0499 in the final DEEP age model. This has reduced substantially the chronological discrepancies between the DEEP site age model and the model proposed here for the last glacial-interglacial transition.

Caracterización de la agitación local y la respuesta oscilatoria de un buque mediante el uso de técnicas de visión artificial : aplicación al análisis de los umbrales operativos en líneas de atraque y amarre

El desarrollo de actividades de carga y descarga son parte de la esencia de la naturaleza funcional de un puerto, de las cuales derivan en gran medida los ingresos del mismo y la eficiencia de la cadena logística en su conjunto. Las oscilaciones en el interior de una dársena y en un línea de atraque disminuyen la calidad de la estancia de las embarcaciones en puerto, reducen el rendimiento de la estiba de los buques y solicitan y fatigan las estructuras y los cuerpos flotantes amarrados. Si los parámetros que definen la agitación local se aproximan a regiones de fallo 0 parada, el subsistema pierde rendimiento, fiabilidad y finalmente se paralizan las operaciones, produciéndose de este modo tiempos de inactividad. Estas paradas operativas conllevan pérdidas económicas para la terminal y, consecuentemente, para el puerto. Hoy día se dispone vastas redes de monitorización destinadas a la caracterización del medio físico en el entorno de los puertos. Paralelamente, las operaciones de manipulación de cargas en las terminales se están dirigiendo hacia modelos de automatización o semi automatización, que permiten no sólo la sistematización de procesos, sino también un profundo conocimiento del flujo de tareas. En este contexto hay un déficit de información sobre cómo afectan los diferentes forzadores del medio físico al rendimiento, la seguridad funcionalidad del proceso de manipulación de carga y descarga. Esto se debe en gran medida a la falta de registros dilatados en el tiempo que permitan correlacionar todos los aspectos mencionados de un modo particularizado para cada línea de atraque y amarre de un puerto. En esta tesis se desarrolla una metodología de vídeo monitorización no intrusiva y de bajo coste basada en la aplicación de técnicas "pixel tool' y la obtención de los parámetros extrínsecos de una observación monofocal. Con ello pretende poner en valor las infraestructuras de vídeo vigilancia de los puertos y de los laboratorios de experimentación a escala reducida, con el objeto de facilitar el estudio los umbrales operativos de las áreas de atraque y amarre. The development of loading and unloading activities is an essential part of he functional nature of a port, which derive largely from he same income and the efficiency of he supply chain as a whole. The oscillations inside a dock and a mooring line diminish he quality of the stay of vessels in port reducing the performance of the stowage of ship and asking and fatigued structures and moored floating bodies. If the parameters defining the local al agitation regions are close to areas of failure or shutdown, he subsystem looses performance, reliability and eventually paralyzes the operations, thereby producing downtime. These operational stops entail economic 1osses to the terminal and, consequently for the port. Today vast networks of monitoring, aimed at he characterization of the physical environment in the vicinity of he ports, are available. In parallel, the cargo handling operations at terminals are moving towards automation or semi-automation models that allow not only the systematization of processes, but also a deep understanding of he workflow. In this context, there is a lack of information about how the different forcing agents of the physical environment affect the performance and he functional safety of the loading and unloading process. This is due largely to the lack of spread-over-time records which would allow to correlate all aspects mentioned, specifically, for each berthing and mooring of a port. This thesis develops a methodology for non-intrusive and low cost monitoring video based on the application of "pixel tool" techniques and on obtaining the extrinsic parameters of a monofocal observation. It seeks an enhancement of the video monitoring infrastructure at ports and at experimental laboratories of reduced scale, in order to facilitate the study of operational thresholds berthing and mooring areas.

La identificaciónde de los daños estructurales, herramienta de la nueva atribución de responsabilidades : análisis crítico de la transición del art. 1591 cc al art. 17 LOE

RESUMEN Su objetivo esencial: Regular el proceso de la edificación, está basado en 3 grandes pilares: 1.- Completar la configuración legal de los agentes que intervienen en el mismo, fijando sus obligaciones para así establecer las responsabilidades. 2.- Fomentar la calidad de los edificios. 3.- Fijar las garantías a los usuarios frente a los posibles daños. Estos tres fundamentos están intensamente relacionados, ya que, las obligaciones y responsabilidades de los agentes son la base de la constitución de las garantías a los usuarios, definidas mediante los requisitos básicos que deben satisfacer los edificios. Partiendo del análisis cualitativo y cuantitativo del grado de cumplimiento del objetivo de la nueva Ley, elaborado a través del estudio de sus tres pilares fundamentales, proponemos medidas tendentes a la plena entrada en vigor de la misma. Para ello se deberá desarrollar el Real Decreto previsto en la Disposición Adicional 2ª, una vez conseguido el grado de madurez de los sectores de la edificación y del seguro. En todo este proceso de estudio hemos podido apreciar que la objetiva identificación de los daños y en especial los que afectan la estabilidad del edificio, constituye una herramienta fundamental para la correcta atribución de responsabilidades a los agentes, basada en la aplicación de los tres grados de responsabilidad “ex lege” por daños materiales y sus plazos de prescripción surgidos del nuevo régimen impuesto por el art. 17 LOE Para avalar esta propuesta hemos analizado: 1.- El entorno económico, general y pormenorizado al sector de la edificación, en Europa y España durante el período comprendido entre los años 1990 y 2013, años previos y posteriores a la entrada en vigor de la Ley, dada la influencia de los ciclos de actividad producidos en la regulación del sector, las responsabilidades atribuidas a los agentes, el fomento de la calidad y las garantías ofrecidas a los adquirentes. 2.- Las diversas legislaciones sobre responsabilidades y garantías de los agentes de la edificación en los países de nuestro entorno económico. 3.- La gestación de la LOE, incidiendo en la evolución de los últimos borradores y su tramitación parlamentaria. 4.- El desarrollo doctrinal de la Transición desde el régimen de responsabilidades, fijado por el art. 1591 de Código Civil, y su Jurisprudencia, hacia el nuevo régimen de responsabilidades establecido por el art. 17 LOE. En esta tarea además de apreciar la asimilación, por parte de los Jueces y Magistrados, de los principios doctrinales de la LOE, hemos observado la labor de los peritos, de cuya experta identificación de las causas de los daños depende la justa y eficaz atribución de responsabilidades. 5 -. El grado de eficacia de la LOE a la vista de la estadística siniestral, de la que ya hay datos consolidados, tras la cancelación de casi 15.000 expedientes de reclamación a Arquitectos. 6 -. También hemos estudiado el grado de cumplimiento con el usuario y propietario de las garantías previstas en el art. 19 de la Ley y en la D.A. 1ª, los efectos reales alcanzados y las tareas pendientes por delante. Analizando la atribución de responsabilidades a los agentes de la edificación, dentro del primer pilar fundamental de la LOE, hemos estudiado las actuaciones de los peritos expertos y su incidencia en este objetivo, previa selección de casos de gran interés y dificultad. Fruto de ello se han formulado propuestas tendentes a la especialización de este colectivo, evitando conductas “irregulares” que tanto daño provocan a los agentes reclamados como a los propietarios afectados. Este daño es evidente pudiendo ocasionar condenas injustas, enriquecimientos ilícitos o bien falsas expectativas de satisfacción de daños mal dictaminados y costosas e ineficaces reparaciones. De cara a la consecución del pilar de la calidad de la edificación, mediante los requisitos básicos planteados por la LOE y desarrollados por el Código Técnico de la Edificación (Real Decreto 314/2006, de 17 de marzo), hemos procesado datos de expedientes de reclamaciones por daños que afectan a edificios ejecutados bajo el nuevo régimen LOE. Con esta base se han analizado las causas generadoras de las diversas lesiones y su frecuencia para que de este análisis puedan establecerse pautas de actuación para su prevención. Finalmente, tras demostrar que las garantías obligatorias impuestas por la LOE sólo abarcan un pequeño porcentaje de los posibles daños a la edificación, insistimos en la necesidad de la plena eficacia de la Ley mediante la aprobación de todas las garantías previstas y para todo tipo de edificaciones. En suma, se ha diseñado la tesis como una matriz abierta en la que podremos continuar incorporando datos de la evolución de la doctrina, la jurisprudencia y la estadística de los daños en la edificación. ABSTRACT The approval of Law 38/1999 on November 5, 1999, (Official Gazette BOE 266/1999 of 11.6.1999, p. 38925), was the culmination of a long period of over 20 years of gestation for which deep agreements were needed between all stakeholders affected. Although several parliamentary groups denounced its incomplete approval, regarding mandatory guarantees to the purchaser, its enactment caused general satisfaction among most of the the building agents. This assessment remains after fourteen years since its partial enactment. Its essential purpose, “to regulate the building process”, is based on 3 pillars: 1.- To complete the legal configuration of the agents involved in it, setting their obligations in order to establish their responsibilities. 2.- To promote the buildings quality. 3.- To specify users´guarantees against possible buildings damage. These three issues are strongly related, since the obligations and responsibilities of the actors are the basis of the users’guarantees constitution, defined by the basic performance required by buildings. Based on the qualitative and quantitative analysis of the fulfillment of the new law’s objectives, made by monitoring the three pillars, we propose measures to the full enactment of this Directive, by the development of the Royal Decree, provided in its Second Additional Provision, once maturity in the sectors of the building and insurance is achieved. Throughout this process of study we have seen that the skill identification of damage, particularly those affecting the stability of the building, is an essential tool for the proper allocation of responsibilities of the new regime installed by the art. 17 LOE, based on the application of the three degrees of responsibility "ex lege" for property damage and limitation periods. To support this proposal, we have analyzed: 1.- The evolution of the building sector in Europe and Spain during the years before and after the enactment of the Law, due to the influence of cycles of activity produced in industry regulation, the responsibilities attributed to agents, promotion of the quality and the assurances given to acquirers. 2.- The scope of various laws on liability and building agents warranties in the countries of our economic environment. 3.- The long period of LOE generation, focusing on the developments in recent drafts and parliamentary procedure. 4.- The doctrinal development in the Transition from the regime of responsibilities, set by art. 1591 of the Civil Code, and its Jurisprudence, to the new liability regime established by art. 17 LOE. In this task, while we have noted assimilation by the Judges and Magistrates of the doctrinal principles of the LOE, we have also analyzed the work of experts, whose skilled identification of the damage causes helps the fair and efficient allocation of responsibilities. 5 - The effectiveness of the LOE based on knowledge of the siniestral statistics, which are already consolidated data, after the cancellation of nearly 15,000 claims to Architects. 6.- We have also studied the degree of compliance with the user and owner guarantees, established in art. 19 and the D.A. 1th of the LOE, exposing the real effects achieved and the pending tasks ahead. Analyzing the allocation of the building agents´ responsibilities, within the first cornerstone of the LOE, we have studied the expert witnesses actions and their impact on this duty, selecting cases of great interest and difficulty in this aim. The result of this enterprise has been to propose the specialization of this group, avoiding "irregular" behaviors that create as much damage as the agents claimed to affected owners. This damage is evident and can cause wrong convictions, illicit enrichment, false expectations and inefficient and costly damage repairs. In order to achieve the pillar of building quality through the basic requirements set by the LOE and developed by the Technical Building Code (Royal Decree 314/ 2006 of 17 March), we have analyzed records of damage claims involving buildings executed under the new regime LOE. On this basis we have analyzed the root causes of various damages and their frequency, from these data it will be easy to propose lines of action for prevention. Finally, after demonstrating that mandatory warranties imposed by LOE cover only a small percentage of the potential building damage, we emphasize the need for the full effectiveness of the Law by the obligation all the guarantees provided in the art. 19 LOE, and for all types of buildings. In conclusion, this thesis is designed as an open matrix in which we will continue including data on the evolution of the doctrine, jurisprudence and the statistics of the damage to the building.

Misr. [Josiah] Moore, [John] Walton's & al's estimate, [ca. 1813]

Moore and Walton's projected cost for finishing University Hall is $5,386.61. This includes finishing the roof, laying the floors, and installing the gutters and windows.

Pliocene-Pleistocene stack of globally distributed benthic stable oxygen isotope records

We present a 5.3-Myr stack (the ''LR04'' stack) of benthic d18O records from 57 globally distributed sites aligned by an automated graphic correlation algorithm. This is the first benthic delta18O stack composed of more than three records to extend beyond 850 ka, and we use its improved signal quality to identify 24 new marine isotope stages in the early Pliocene. We also present a new LR04 age model for the Pliocene-Pleistocene derived from tuning the delta18O stack to a simple ice model based on 21 June insolation at 65 N. Stacked sedimentation rates provide additional age model constraints to prevent overtuning. Despite a conservative tuning strategy, the LR04 benthic stack exhibits significant coherency with insolation in the obliquity band throughout the entire 5.3 Myr and in the precession band for more than half of the record. The LR04 stack contains significantly more variance in benthic delta18O than previously published stacks of the late Pleistocene as the result of higher resolution records, a better alignment technique, and a greater percentage of records from the Atlantic. Finally, the relative phases of the stack's 41- and 23-kyr components suggest that the precession component of delta18O from 2.7-1.6 Ma is primarily a deep-water temperature signal and that the phase of d18O precession response changed suddenly at 1.6 Ma.

Rock magnetic records and geochemical methods of sediment cores off NW Africa

Two gravity cores retrieved off NW Africa at the border of arid and subtropical environments (GeoB 13602-1 and GeoB 13601-4) were analyzed to extract records of Late Quaternary climate change and sediment export. We apply End Member (EM) unmixing to 350 acquisition curves of isothermal remanent magnetization (IRM). Our approach enables to discriminate rock magnetic signatures of aeolian and fluvial material, to determine biomineralization and reductive diagenesis. Based on the occurrence of pedogenically formed magnetic minerals in the fluvial and aeolian EMs, we can infer that goethite formed in favor to hematite in more humid climate zones. The diagenetic EM dominates in the lower parts of the cores and within a thin near-surface layer probably representing the modern Fe**2+/Fe**3+ redox boundary. Up to 60% of the IRM signal is allocated to a biogenic EM underlining the importance of bacterial magnetite even in siliciclastic sediments. Magnetosomes are found well preserved over most of the record, indicating suboxic conditions. Temporal variations of the aeolian and fluvial EMs appear to faithfully reproduce and support trends of dry and humid conditions on the continent. The proportion of aeolian to fluvial material was dramatically higher during Heinrich Stadials, especially during Heinrich Stadial 1. Dust export from the Arabian-Asian corridor appears to vary contemporaneous to increased dust fluxes on the continental margin of NW Africa emphasizing that melt-water discharge in the North Atlantic had an enormous impact on atmospheric dynamics.

Age determination and stable isotope records of sediment core M78/1_235-1

Paleoenvironmental studies and climate models demonstrate that fluvial runoff and moisture availability in the Caribbean hinterland react very sensitively to climatic variations. Late Pleistocene and Holocene climate records document pronounced dry and wet periods over tropical South America mainly caused by shifts of the Intertropical Convergence Zone (ITCZ). However, forcing mechanisms for changes in the ITCZ position remain controversial. Here we present high-resolution foraminiferal Ba/Ca and d18Oseawater records from a core located within the Orinoco River outflow documenting abrupt hydrological changes in the Orinoco catchment area during the deglacial and Holocene. Our data, obtained from the surface-dwelling foraminifera Globigerinoides ruber (pink), show an abrupt increase in Ba/Ca ratios in the early Holocene, starting ~600 yr after the end of the Younger Dryas (YD) cold interval at ca. 10.8 ka and suggesting a massive reorganization of moisture sources in northern South America. In contrast, the salinity dependent d18Oseawater from the same samples shows a gradual decrease starting at the end of the YD. The offset of our Ba/Ca peak excludes meltwater release in conjunction with the northern Andean glacier retreat well before the end of the YD as a forcing mechanism. We suggest that the Ba/Ca record documents an abrupt increase in Ba-rich waters of a northern Andean source caused by the insolation-driven shift of the ITCZ and/or enhanced monsoon activity.