Field test plan for evaluating the cooperative breath analyzer. Technical report.

National Highway Traffic Safety Administration, Washington, D.C.

Test automation of digital mammography device

Testing of a complex software is time consuming. Automated tools are available quite a lot for desktop applications, but for embedded systems a custom-made tool is required Building a complete test framework is a complicated task. Therefore, the test platform was built on top of an already existing tool, CANoe. CANoe is a tool for CAN bus analysis and node simulation. The functionality of CANoe was extended with LabVIEW DLL. The LabVIEW software was used for simulating hardware components of the embedded device As a result of the study, a platform was created where tests could be automated. Of the current test plan, 10 percent were automated and up to 60 percent could be automated with the current functionality.

Plan de orientación de los alumnos que acceden a los distintos niveles educativos.

Proyecto de orientación educativa y profesional dirigido a los alumnos de EGB que acceden a los distintos niveles educativos. Los objetivos son: obtener un mayor rendimiento en el aprendizaje; desarrollar aptitudes; aumentar la seguridad y autonomía en las decisiones personales; y combinar la orientación psicopedagógica, tutorial y familiar. Para desarrollar la experiencia se efectúan a los alumnos pruebas psicopedagógicas y se elaboran programas de intervención. Cuando las pruebas son corregidas, estudiadas y analizadas se realizan reuniones entre los profesores para contrastar los resultados y para informar y orientar a los padres y alumnos. Las conclusiones son: toma de conciencia de la necesidad de una enseñanza más personalizada y que los alumnos de octavo de EGB poseen más información cuando finaliza la experiencia sobre las salidas educativas y profesionales para poder elegir libremente.

Reuse-based test planning for core-based systems-on-chip

Electronic applications are currently developed under the reuse-based paradigm. This design methodology presents several advantages for the reduction of the design complexity, but brings new challenges for the test of the final circuit. The access to embedded cores, the integration of several test methods, and the optimization of the several cost factors are just a few of the several problems that need to be tackled during test planning. Within this context, this thesis proposes two test planning approaches that aim at reducing the test costs of a core-based system by means of hardware reuse and integration of the test planning into the design flow. The first approach considers systems whose cores are connected directly or through a functional bus. The test planning method consists of a comprehensive model that includes the definition of a multi-mode access mechanism inside the chip and a search algorithm for the exploration of the design space. The access mechanism model considers the reuse of functional connections as well as partial test buses, cores transparency, and other bypass modes. The test schedule is defined in conjunction with the access mechanism so that good trade-offs among the costs of pins, area, and test time can be sought. Furthermore, system power constraints are also considered. This expansion of concerns makes it possible an efficient, yet fine-grained search, in the huge design space of a reuse-based environment. Experimental results clearly show the variety of trade-offs that can be explored using the proposed model, and its effectiveness on optimizing the system test plan. Networks-on-chip are likely to become the main communication platform of systemson- chip. Thus, the second approach presented in this work proposes the reuse of the on-chip network for the test of the cores embedded into the systems that use this communication platform. A power-aware test scheduling algorithm aiming at exploiting the network characteristics to minimize the system test time is presented. The reuse strategy is evaluated considering a number of system configurations, such as different positions of the cores in the network, power consumption constraints and number of interfaces with the tester. Experimental results show that the parallelization capability of the network can be exploited to reduce the system test time, whereas area and pin overhead are strongly minimized. In this manuscript, the main problems of the test of core-based systems are firstly identified and the current solutions are discussed. The problems being tackled by this thesis are then listed and the test planning approaches are detailed. Both test planning techniques are validated for the recently released ITC’02 SoC Test Benchmarks, and further compared to other test planning methods of the literature. This comparison confirms the efficiency of the proposed methods.

Evaluating Roadway Subsurface Drainage Practices, 2013

The bearing capacity and service life of a pavement is affected adversely by the presence of undrained water in the pavement layers. In cold winter climates like in Iowa, this problem is magnified further by the risk of frost damage when water is present. Therefore, well-performing subsurface drainage systems form an important aspect of pavement design by the Iowa Department of Transportation (DOT). However, controversial findings are also reported in the literature regarding the benefits of subsurface drainage. The goal of this research was not to investigate whether subdrains are needed in Iowa pavements, but to conduct an extensive performance review of primary interstate pavement subdrains in Iowa, determine the cause of the problem if there are drains that are not functioning properly, and investigate the effect of poor subdrain performance due to improper design, construction, and maintenance on pavement surface distresses, if any. An extensive literature review was performed covering national-level and state-level research studies mainly focusing on the effects of subsurface drainage on performance of asphalt and concrete pavements. Several studies concerning the effects of a recycled portland cement concrete (RPCC) subbase on PCC pavement drainage systems were also reviewed. A detailed forensic test plan was developed in consultation with the project technical advisory committee (TAC) for inspecting and evaluating the Iowa pavement subdrains. Field investigations were conducted on 64 selected (jointed plain concrete pavement/JPCP and hot-mix asphalt/HMA) pavement sites during the fall season of 2012 and were mainly focused on the drainage outlet conditions. Statistical analysis was conducted on the compiled data from field investigations to further investigate the effect of drainage on pavement performance. Most Iowa subsurface drainage system outlet blockage is due to tufa, sediment, and soil. Although higher blockage rates reduce the flow rate of water inside outlet pipes, it does not always stop water flowing from inside the outlet pipe to outside the outlet pipe unless the outlet is completely blocked. Few pavement surface distresses were observed near blocked subsurface drainage outlet spots. More shoulder distresses (shoulder drop or cracking) were observed near blocked drainage outlet spots compared to open ones. Both field observations and limited performance analysis indicate that drainage outlet conditions do not have a significant effect on pavement performance. The use of RPCC subbase in PCC pavements results in tufa formation, a primary cause of drainage outlet blockage in JPCP. Several useful recommendations to potentially improve Iowa subdrain performance, which warrant detailed field investigations, were made

Evaluating Roadway Subsurface Drainage Practices: Tech Transfer Summary, 2013.

The bearing capacity and service life of a pavement is affected adversely by the presence of undrained water in the pavement layers. In cold winter climates like in Iowa, this problem is magnified further by the risk of frost damage when water is present. Therefore, well-performing subsurface drainage systems form an important aspect of pavement design by the Iowa Department of Transportation (DOT). However, controversial findings are also reported in the literature regarding the benefits of subsurface drainage. The goal of this research was not to investigate whether subdrains are needed in Iowa pavements, but to conduct an extensive performance review of primary interstate pavement subdrains in Iowa, determine the cause of the problem if there are drains that are not functioning properly, and investigate the effect of poor subdrain performance due to improper design, construction, and maintenance on pavement surface distresses, if any. An extensive literature review was performed covering national-level and state-level research studies mainly focusing on the effects of subsurface drainage on performance of asphalt and concrete pavements. Several studies concerning the effects of a recycled portland cement concrete (RPCC) subbase on PCC pavement drainage systems were also reviewed. A detailed forensic test plan was developed in consultation with the project technical advisory committee (TAC) for inspecting and evaluating the Iowa pavement subdrains. Field investigations were conducted on 64 selected (jointed plain concrete pavement/JPCP and hot-mix asphalt/HMA) pavement sites during the fall season of 2012 and were mainly focused on the drainage outlet conditions. Statistical analysis was conducted on the compiled data from field investigations to further investigate the effect of drainage on pavement performance. Most Iowa subsurface drainage system outlet blockage is due to tufa, sediment, and soil. Although higher blockage rates reduce the flow rate of water inside outlet pipes, it does not always stop water flowing from inside the outlet pipe to outside the outlet pipe unless the outlet is completely blocked. Few pavement surface distresses were observed near blocked subsurface drainage outlet spots. More shoulder distresses (shoulder drop or cracking) were observed near blocked drainage outlet spots compared to open ones. Both field observations and limited performance analysis indicate that drainage outlet conditions do not have a significant effect on pavement performance. The use of RPCC subbase in PCC pavements results in tufa formation, a primary cause of drainage outlet blockage in JPCP. Several useful recommendations to potentially improve Iowa subdrain performance, which warrant detailed field investigations, were made.

Evaluating Roadway Subsurface Drainage Practices - Phase II, TR-662, 2015

Well-performing subsurface drainage systems form an important aspect of pavement design by the Iowa Department of Transportation (DOT). The recently completed Iowa Highway Research Board (IHRB) project TR-643 provided extensive insights into Iowa subsurface drainage practices and pavement subdrain outlet performance. However, the project TR-643 (Phase I) forensic testing and evaluation were carried out in a drought year and during the fall season in 2012. Based on the findings of IHRB Project TR-643, the Iowa DOT requested an expanded Phase II study to address several additional research needs: evaluate the seasonal variation effects (dry fall 2012 versus wet spring/summer 2013, etc.) on subdrain outlet condition and performance; investigate the characteristics of tufa formation in Iowa subdrain outlets; investigate the condition of composite pavement subdrain outlets; examine the effect of resurfacing/widening/rehabilitation on subdrain outlets (e.g., the effects of patching on subdrain outlet performance); and identify a suitable drain outlet protection mechanism (like a headwall) and design for Iowa subdrain outlets based on a review of practices adopted by nearby states. A detailed forensic test plan was developed and executed for inspecting the Iowa pavement subdrains in pursuit of fulfilling the Phase II study objectives. The observed outlets with blockage and the associated surface distresses in newly constructed jointed plain concrete pavements (JPCPs) were slightly higher during summer 2013 compared to fall 2012. However, these differences are not significant. Less tufa formation due to the recycled portland cement concrete (RPCC) base was observed with (a) the use of plastic outlet pipe without the gate screen–type rodent guard and (b) the use of blended RPCC and virgin aggregate materials. In hot-mix asphalt (HMA) over JPCP, moisture-related distress types (e.g., reflection cracking) were observed more near blocked drainage outlet locations than near “no blockage” outlet locations. This finding indicates that compromised drainage outlet performance could accelerate the development of moisture-related distresses in Iowa composite pavement systems. ****** Note: This report follows on work report in "Evaluating Roadway Subsurface Drainage Practices, 2013" http://publications.iowa.gov/14902/ Note: This record contains links to the 210 page full report as well as the 3 page tech transfer summary. The summary is NOT deposited separately.

Functional testing in TETRA system

Terrestrial Trunked Radio (TETRA) on moderni digitaalinen matkapuhelinjärjestelmän standardi, joka on suunniteltu täyttämään erityisesti viranomaisten vaativat tarpeet turvallisuuden ja luotettavuuden suhteen. Ohjelmiston testaus on tärkeä osa sen laadun takaamiseksi. Testaus on jaettu useisiin vaiheisiin ja se kattaa koko ohjelmiston elinkaaren: ohjelmiston kehittelystä alkaen asiakkaalle lähetettyyn valmiiseen tuotteeseen saakka. Toiminnallisuustestauksen suorittaa joko ohjelmiston suunnittelijat tai erillinen testausryhmä käyttäen Nokia TETRA-järjestelmän testauslaboratoriota. Testauksen tarkoituksena on varmistaa, että ohjelmisto, sen aliohjelmat ja ominaisuudet täyttävät niille annetut toiminnalliset ja laadulliset vaatimukset. Tämä diplomityö antaa yleiskuvan toiminnallisuustestausprosessista Nokia TETRA järjestelmän laboratoriossa. Se tarjoaa esimerkkitestitapauksen avulla kokonaiskuvan siitä, kuinka toiminnallisuustestausprosessi suoritetaan alusta loppuun.

TMP- laitoksen mallinnus ja simulointi

Diplomityössä tehtiin Balas- simulointimalli Stora Enso Publication Papers Oy Ltd Varkauden tehtaiden kuumahierrelaitoksesta, johon sovitettiin tehtaan lämpö-, kuitu- ja kiertovesivirtaukset sekä kiertovesissä olevien liuenneiden ja kolloidisten aineiden virtaukset. Kirjallisuusosassa perehdyttiin simulaattorimallin luontiin ja käyttötarkoituksiin. Siinä käsitellään Balas- simulaattorin ominaisuuksia ja laiteparametrointia. Tarkastellaan kuumahierreprosessin eri vaiheita, olosuhteita ja laitteiden toimintaa. Perehdytään prosessin energian kulutukseen ja talteenottoon sekä kiertovesien liuenneiden ja kolloidisten aineiden mittaussuureisiin ja vaikutuksiin prosessissa. Simulaattorimallin tekemiseen kuului tehtaan virtauskaavion ja simulaattorimallin tekeminen, mittauskoesuunnittelu, tehdasmittaukset, simulaattorin parametrointi, mittaus- ja simulaattoritulosten yhteensovittaminen sekä mallin kelpoistaminen. Tehtaan virtauskaavion piirtämisessä käytettiin apuna tehtaan prosessi- ja instrumentointikaavioita, joiden pohjalta mittauskoesuunnitelma ja simulaattorimalli tehtiin. Koesuunnitelman mittaussuureiksi valittiin virtaukset, sakeudet, lämpötilat sekä kiertovesien kiintoaineen-, kokonaisorgaanisen hiilen- ja liuenneen orgaanisen aineen pitoisuuksien määritykset. Mittauksilla saatiin tietoja prosessivirtausten taseista, joita käytettiin simulaattorimallin keskeisempien laiteparametriarvojen määrityksessä. Exceliä hyödynnettiin mittaus- ja simulaattoritulosten taulukoinnissa, laiteparametrien laskemisessa sekä arvojen syötössä ja vastaanotossa Excelin ja simulaattorin välillä. Sitä käytettiin myös graafisessa mittaus- ja simulaattoritulosten yhteensovittamisessa, jolla pystyttiin havainnollisesti näkemään eri syöttöparametrien muutoksien vaikutukset simulaattorin laskemissa virtaustuloksissa. Mallin antamien arvojen ja todellisten prosessimittausarvojen yhteensovittamisen ja mallista varmistumisen tuloksista voidaan todeta mallin korreloivan todellista prosessia melko hyvin.

Ympäristöteknologioiden verifioinnin mahdollisuudet pilaantuneiden maiden laadukkaan käsittelyn edistämisessä

EU on käynnistämässä ympäristöteknologioiden verifiointijärjestelmää, jonka avulla voidaan tarjota käyttäjille ja sijoittajille riippumatonta tietoa innovatiivisten teknologioiden toimivuudesta ja suorituskyvystä ja parantaa niiden markkina-asemaa. Verifioinnilla tarkoitetaan kolmannen osapuolen suorittamaa prosessia tai mekanismia, jonka avulla tuotteen toiminta ja suorituskyky voidaan todentaa. Kansallinen ympäristöteknologioiden verifiointijärjestelmä on käytössä mm. Yhdysvalloissa ja Kanadassa. Euroopassa järjestelmä otettaneen käyttöön vuonna 2011–2012. Suomessa tehdään nykyisin noin 300 pilaantuneen maan puhdistushanketta koskevaa lupa- ja ilmoituspäätöstä vuosittain. Noin 85 prosentissa kohteista käytetään kunnostusmenetelmänä massanvaihtoa. Massanvaihto tulee ainakin toistaiseksi säilymään yleisimpänä kunnostusmenetelmänä, mutta mm. in situ -menetelmien käytön arvioidaan lisääntyvän. Tämän diplomityön tavoitteena oli arvioida voidaanko verifiointia hyödyntää pilaantuneiden maiden laadukkaan käsittelyn edistämisessä ja voiko verifiointi nopeuttaa innovatiivisten kunnostusmenetelmien markkinoillepääsyä. Aihetta tarkasteltiin mm. kahden erityyppisen pilaantuneen maan ja pohjaveden kunnostusmenetelmän, reaktiivisten seinämien (in situ) ja bitumistabiloinnin (ex situ) kautta. Pilaantuneiden maiden kunnostusmenetelmien toimivuus riippuu monista eri tekijöistä, joista osaa ei voida hallita tai mallintaa luotettavasti. Verifiointi soveltuukin parhaiten laitteiden tai PIMA-menetelmiä yksinkertaisempien puhdistusmenetelmien suorituskyvyn todentamiseen. Verifiointi saattaa kuitenkin hyvin toimia PIMA-kunnostuksen kohdalla esimerkiksi tiedollisena ohjauskeinona. Reaktiivisten seinämien ja bitumistabiloinnin verifioinnin työvaiheet ovat hyvin samankaltaiset, suurimpana erona seinämien kohdalla tulee kuvata myös kohde johon seinämä on asennettu. Reaktiivisten seinämien toiminta on riippuvaista monista ympäristötekijöistä, toisin kuin erillisellä laitteistolla suoritettavan bitumistabiloinnin. Tulosten perusteella voidaan yleistää, että verifiointi soveltuu paremmin ex situ -, kuin in situ -kunnostusmenetelmille.

Software Development: Testing

This presentation discusses the role and purpose of testing in the systems/Software Development Life Cycle. We examine the consequences of the 'cost curve' on defect removal and how agile methods can reduce its effects. We concentrate on Black Box Testing and use Equivalence Partitioning and Boundary Value Analysis to construct the smallest number of test cases, test scenarios necessary for a test plan.

Simulation of interlaminar and intralaminar damage in polymer-based composites for aeronautical applications under impact loading

La aplicación de materiales compuestos de matriz polimérica reforzados mediante fibras largas (FRP, Fiber Reinforced Plastic), está en gradual crecimiento debido a las buenas propiedades específicas y a la flexibilidad en el diseño. Uno de los mayores consumidores es la industria aeroespacial, dado que la aplicación de estos materiales tiene claros beneficios económicos y medioambientales. Cuando los materiales compuestos se aplican en componentes estructurales, se inicia un programa de diseño donde se combinan ensayos reales y técnicas de análisis. El desarrollo de herramientas de análisis fiables que permiten comprender el comportamiento mecánico de la estructura, así como reemplazar muchos, pero no todos, los ensayos reales, es de claro interés. Susceptibilidad al daño debido a cargas de impacto fuera del plano es uno de los aspectos de más importancia que se tienen en cuenta durante el proceso de diseño de estructuras de material compuesto. La falta de conocimiento de los efectos del impacto en estas estructuras es un factor que limita el uso de estos materiales. Por lo tanto, el desarrollo de modelos de ensayo virtual mecánico para analizar la resistencia a impacto de una estructura es de gran interés, pero aún más, la predicción de la resistencia residual después del impacto. En este sentido, el presente trabajo abarca un amplio rango de análisis de eventos de impacto a baja velocidad en placas laminadas de material compuesto, monolíticas, planas, rectangulares, y con secuencias de apilamiento convencionales. Teniendo en cuenta que el principal objetivo del presente trabajo es la predicción de la resistencia residual a compresión, diferentes tareas se llevan a cabo para favorecer el adecuado análisis del problema. Los temas que se desarrollan son: la descripción analítica del impacto, el diseño y la realización de un plan de ensayos experimentales, la formulación e implementación de modelos constitutivos para la descripción del comportamiento del material, y el desarrollo de ensayos virtuales basados en modelos de elementos finitos en los que se usan los modelos constitutivos implementados.

Desenvolvimento de critérios para seleção de adesivos utilizados na fabricação de pás de turbinas eólicas

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Simulación de maniobras de buques con sistemas de propulsión no convencional en aguas poco profundas

Los requisitos cada vez más exigentes en cuanto a misiones, limitaciones operacionales y ambientales así como nuevas tecnologías, imponen permanentemente retos a los arquitectos navales para generar alternativas de buques y valorar su bondad en las primeras etapas del proyecto. Este es el caso de los Buques Patrulleros de Apoyo Fluvial Pesados PAF-P, que por requerimiento de la Armada Nacional de Colombia ha diseñado y construido COTECMAR. Los PAF-P, son buques fluviales cuya relación Manga-Calado excede la mayoría de los buques existentes (B/T=9,5), debido principalmente a las restricciones en el calado a consecuencia de la escasa profundidad de los ríos. Estos buques están equipados con sistemas de propulsión acimutales tipo “Pum-Jet”. Las particularidades del buque y del ambiente operacional, caracterizado por ríos tropicales con una variabilidad de profundidad dependiente del régimen de lluvias y sequía, así como la falta de canalización y la corriente, hacen que la maniobrabilidad y controlabilidad sean fundamentales para el cumplimiento de su misión; adicionalmente, no existen modelos matemáticos validados que permitan predecir en las primeras etapas del diseño la maniobrabilidad de este tipo de buques con los efectos asociados por profundidad. La presente tesis doctoral aborda el desarrollo de un modelo matemático para simulación de maniobrabilidad en aguas poco profundas de buques con relación manga-calado alta y con propulsores acimutales tipo “Pump-Jet”, cuyo chorro además de entregar el empuje necesario para el avance del buque, genera la fuerza de gobierno en función del ángulo de orientación del mismo, eliminando la necesidad de timones. El modelo matemático ha sido validado mediante los resultados obtenidos en las pruebas de maniobrabilidad a escala real del PAF-P, a través de la comparación de trayectorias, series temporales de las variables de estado más significativas y parámetros del círculo evolutivo como son diámetro de giro, diámetro táctico, avance y transferencia. El plan de pruebas se basó en técnicas de Diseño de Experimentos “DOE” para racionalizar el número de corridas en diferentes condiciones de profundidad, velocidad y orientación del chorro (ángulo de timón). En el marco de la presente investigación y para minimizar los errores por efectos ambientales y por inexactitud en los instrumentos de medición, se desarrolló un sistema de adquisición y procesamiento de datos de acuerdo con los lineamientos de ITTC. La literatura existente describe los efectos negativos de la profundidad en los parámetros de maniobrabilidad de buques convencionales (Efecto tipo S), principalmente las trayectorias descritas en los círculos evolutivos aumentan en la medida que disminuye la profundidad; no obstante, en buques de alta relación manga-calado, B/T=7,51 (Yoshimura, y otros, 1.988) y B/T=6,38 (Yasukawa, y otros, 1.995) ha sido reportado el efecto contrario (Efecto tipo NS Non Standart). Este último efecto sin embargo, ha sido observado mediante experimentación con modelos a escala pero no ha sido validado en pruebas de buques a escala real. El efecto tipo NS en buques dotados con hélice y timones, se atribuye al mayor incremento de la fuerza del timón comparativamente con las fuerzas del casco en la medida que disminuye la profundidad; en el caso de estudio, el fenómeno está asociado a la mejor eficiencia de la bomba de agua “Pump-Jet”, debido a la resistencia añadida en el casco por efecto de la disminución de la profundidad. Los resultados de las pruebas con buque a escala real validan el excelente desempeño de esta clase de buques, cumpliendo en exceso los criterios de maniobrabilidad existentes y muestran que el diámetro de giro y otras características de maniobrabilidad mejoran con la disminución de la profundidad en buques con alta relación manga-calado. ABSTRACT The increasingly demanding requirements in terms of missions, operational and environmental constraints as well as new technologies, constantly impose challenges to naval architects to generate alternatives and asses their performance in the early stages of design. That is the case of Riverine Support Patrol Vessel (RSPV), designed and built by COTECMAR for the Colombian Navy. RSPV are riverine ships with a Beam-Draft ratio exceeding most of existing ships (B/T=9,5), mainly due to the restrictions in draft as a result of shallow water environment. The ships are equipped with azimuthal propulsion system of the “Pump-Jet” type. The peculiarities of the ship and the operational environment, characterized by tropical rivers of variable depth depending on the rain and dry seasons, as well as the lack channels and the effect of water current, make manoeuvrability and controllability fundamental to fulfill its mission; on the other hand, there are not validated mathematical models available to predict the manoeuvrability of such ships with the associated water depth effects in the early stages of design. This dissertation addresses the development of a mathematical model for shallow waters’ manoeuvrability simulation of ships with high Beam-Draft ratio and azimuthal propulsion systems type “Pump-Jet”, whose stream generates the thrust required by the ship to advance and also the steering force depending on the orientation angle, eliminating the need of rudders. The mathematical model has been validated with the results of RSPV’s full scale manoeuvring tests, through a comparison of paths, time series of state variables and other parameters taken from turning tests, such as turning diameter, tactical diameter, advance and transfer. The test plan was developed applying techniques of Design of Experiments “DOE”, in order to rationalize the number of runs in different conditions of water depth, ship speed and jet stream orientation (rudder angle). A data acquisition and processing system was developed, following the guidelines of ITTC, as part of this research effort, in order to minimize errors by environmental effects and inaccuracy in measurement instruments, The negative effects of depth on manoeuvrability parameters for conventional ships (Effect Type S: the path described by the ship during turning test increase with decrease of water depth), has been documented in the open literature; however for wide-beam ships, B/T=7,51 (Yoshimura, y otros, 1.988) and B/T=6,38 (Yasukawa, y otros, 1.995) has been reported the opposite effect (Type NS). The latter effect has been observed thru model testing but until now had not been validated with full-scale results. In ships with propellers and rudders, type NS effect is due to the fact that increment of rudder force becomes larger than hull force with decrease of water depth; in the study case, the phenomenon is associated with better efficiency of the Pump-Jet once the vessel speed becomes lower, due to hull added resistance by the effect of the decrease of water depth. The results of full scale tests validates the excellent performance of this class of ships, fulfilling the manoeuvrability criteria in excess and showing that turning diameter and other parameters in high beam-draft ratio vessels do improve with the decrease of depth.

Measurement and characterization of interoperability between devices with SpaceWire communications

This Master Final Project is intended to show the process developed to the functional and electrical characterization between different devices that use the SpaceWire space communications standard integrated into an evaluation board designed for this purpose. In order to carry out this characterization, firstly, a study to understand the SpaceWire standard is done. After that, another study for the understanding of the demonstration board with its different interfaces and IPs of SpW is done. According to this, it is expected to find out how the SpW devices are structured, especially at FPGA level, and how is the communication between them. Based on the knowledge obtained about SpaceWire and the SpW devices integrated into the evaluation board, the set of measurements and the strategy to validate electrical interoperability between the different devices are defined, as well as to perform functional checks required to ensure its proper understanding. Furthermore, it will let check whether the standard is met and search the limit of operation within a communication system representative of existing equipment in a satellite. Once finished the test plan and implemented on the representative hardware, the board will be considered characterized at SpW level and a report with the conclusions reached about the operation of the SpW interfaces in the board and constraints found will be done. RESUMEN. El presente Trabajo Fin de Máster pretende mostrar el proceso realizado para la caracterización eléctrica y funcional entre distintos dispositivos que utilizan el estándar de comunicaciones espaciales SpaceWire integrados en una tarjeta de evaluación diseñada para tal efecto. Para poder llevar a cabo dicha caracterización, en primer lugar, se realiza un estudio para el conocimiento del estándar SpaceWire. A continuación, se lleva a cabo otro estudio para el conocimiento de la tarjeta de demostración en la que se encuentran los distintos interfaces e IPs de SpW. Con esto último, se pretende conocer como están estructurados los dispositivos SpW, sobre todo a nivel de FPGA, y como se realiza la comunicación entre ellos. En base a los conocimientos adquiridos acerca de SpaceWire y los dispositivos SpW de la tarjeta de evaluación, se definen el conjunto de medidas y la estrategia a seguir para validar eléctricamente la interoperabilidad entre los distintos dispositivos, así como para realizar las comprobaciones funcionales necesarias para asegurar su correcto entendimiento. Además, con ello se podrá comprobar si se cumple el estándar y se podrá también buscar el límite de operación dentro de un sistema de comunicaciones representativo de los equipos existentes en un satélite. Realizado el plan de pruebas y aplicado sobre el hardware representativo se podrá dar por caracterizada la tarjeta a nivel SpW y realizar un informe con las conclusiones alcanzadas acerca del funcionamiento de los interfaces SpW de la tarjeta y las limitaciones encontradas.