683 resultados para pipe


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Unter Einfluss des gegenwärtigen Klimawandels sowie dem Anstieg der Erdbevölkerung ist der effiziente Umgang mit den vorhandenen Wasserressourcen ein zentrales Thema in der Bewässerungslandwirtschaft. Die Unterflurbewässerung ist ein seit Jahrtausenden bekanntes Verfahren, bei dem das Bewässerungswasser unterhalb der Erdoberfläche aufgebracht wird und der Pflanze direkt im Wurzelraum zur Verfügung steht. Die Gefäßbewässerung ist ein selbststeuerndes Verfahren wobei die Wassergabe aus dem unglasierten Tongefäß aufgrund der im umgebenden Boden anliegenden Saugspannung erfolgt. Diese wassersparende und dem Wasserbedarf der Pflanze angepasste Bewässerungsweise ist Grundlage der Überlegungen und Untersuchungen der vorliegenden Arbeit. Ausgehend von dem Gedanken der Kombination der Vorteile der Gefäßbewässerung mit denen moderner Materialien, die eine maschinelle Installation ermöglichen und eine lange Lebensdauer aufweisen, wurde die Entwicklung einer selbststeuernden Bewässerung verfolgt. Materialrecherchen und eine Auswahl als geeignet identifizierter Materialien führten zu Laboruntersuchungen an Hand derer die Darcy-Eigenschaften (linearer Zusammenhang zwischen Volumenstrom und anliegendem Druck) überprüft wurden. Membranen erwiesen sich danach als geeignet, so dass an einer ausgewählten Schlauchmembran weitergehende Untersuchungen zum Einsatz für die Bewässerung vorgenommen wurden. Diese umfassten Langzeitlaborversuche im Boden zur Untersuchung der Entwicklung der Durchlässigkeit der Schlauchmembran über die Zeit, sowie zum Nachweis der Selbststeuerung des Systems. Mit den gewonnenen Ergebnissen war es möglich großmaßstäbliche Versuche im Gewächshaus zu realisieren, bei der die Schlauchmembran im Vergleich zur Tropfbewässerung hinsichtlich Wasserverbrauch und Ernteertrag an Standorten in Deutschland und Algerien getestet wurde. Diese Gewächshausversuche zeigten vielversprechende Ergebnisse für die Membranschlauchbewässerung mit im Vergleich zur Tropfbewässerung erhöhten Erträgen bei gleichzeitig geringerem Wasserverbrauch. Dies wurde besonders bei Verwendung von Bewässerungswasser mit erhöhtem Salzgehalt deutlich. Sorgfältiger Beachtung bedarf die Wasserqualität, da die Membranschlauchbewässerung auf Wasserverunreinigungen mit Durchflussverminderung reagiert, die sich nachteilig auf die Pflanzenentwicklung auswirkt. Aufgabe weiterer Forschungen muss es demnach sein, technische Verfahren zu entwickeln, die die langfristige Leistungsfähigkeit der Membran im Bewässerungsbetrieb aufrechterhalten.

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In this work we advocate the use of geothermal pumps to cool the isolated houses that can be observed in the plain of Alentejo. Passive cooling of the houses, made for centuries, becomes insufficient when it aims to promote tourism in the region. The climatic characteristics of the region and the relatively high values of the thermal conductivity of the ground favour this type of use. The available land around the houses provide places where you can drill or make trenches to put the pipes under the surface . Some values of pipe lengths were obtained using values appropriate for the region. The need to try to preserve the shape of the typical houses of the region discourages the use of solar panels placed on the roofs. The length and time of use of the equipment is another factor to take into account in the analysis of the costs.

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The main objective of this PhD thesis is to optimize a specific multifunctional maritime structure for harbour protection and energy production, named Overtopping Breakwater for Energy Conversion (OBREC), developed by the team of the University of Campania. This device is provided with a sloping plate followed by a unique reservoir, which is linked with the machine room (where the energy conversion occurs) by means of a pipe passing through the crown wall, provided with a parapet on top of it. Therefore, the potential energy of the overtopping waves, collected inside the reservoir located above the still water level, is then converted by means of low – head turbines. In order to improve the understanding of the wave – structure interactions with OBREC, several methodologies have been used and combined together: i. analysis of recent experimental campaigns on wave overtopping discharges and pressures at the crown wall on small – scale OBREC cross sections, carried out in other laboratories by the team of the University of Campania; ii. new experiments on cross sections similar to the OBREC device, planned and carried out in the hydraulic lab at the University of Bologna in the framework of this PhD work; iii. numerical modelling with a 1 – phase incompressible fluid model IH – 2VOF, developed by the University of Cantabria, and with a 2 – phase incompressible fluid model OpenFOAM, both available from the literature; iv. numerical modelling with a new 2 – phase compressible fluid model developed in the OpenFOAM environment within this PhD work; v. analysis of the data gained from the monitoring of the OBREC prototype installation.

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The main purpose of this work is to develop a numerical platform for the turbulence modeling and optimal control of liquid metal flows. Thanks to their interesting thermal properties, liquid metals are widely studied as coolants for heat transfer applications in the nuclear context. However, due to their low Prandtl numbers, the standard turbulence models commonly used for coolants as air or water are inadequate. Advanced turbulence models able to capture the anisotropy in the flow and heat transfer are then necessary. In this thesis, a new anisotropic four-parameter turbulence model is presented and validated. The proposed model is based on explicit algebraic models and solves four additional transport equations for dynamical and thermal turbulent variables. For the validation of the model, several flow configurations are considered for different Reynolds and Prandtl numbers, namely fully developed flows in a plane channel and cylindrical pipe, and forced and mixed convection in a backward-facing step geometry. Since buoyancy effects cannot be neglected in liquid metals-cooled fast reactors, the second aim of this work is to provide mathematical and numerical tools for the simulation and optimization of liquid metals in mixed and natural convection. Optimal control problems for turbulent buoyant flows are studied and analyzed with the Lagrange multipliers method. Numerical algorithms for optimal control problems are integrated into the numerical platform and several simulations are performed to show the robustness, consistency, and feasibility of the method.

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Laser Cladding (LC) is an emerging technology which is used both for coating applications as well as near-net shape fabrication. Despite its significant advantages, such as low dilution and metallurgical bond with the substrate, it still faces issues such as process control and repeatability, which restricts the extension to its applications. The following thesis evaluates the LC technology and tests its potential to be applied to reduce particulate matter emissions from the automotive and locomotive sector. The evaluation of LC technology was carried out for the deposition of multi-layer and multi-track coatings. 316L stainless steel coatings were deposited to study the minimisation of geometric distortions in thin-walled samples. Laser power, as well as scan strategy, were the main variables to achieve this goal. The use of constant power, reduction at successive layers, a control loop control system, and two different scan strategies were studied. The closed-loop control system was found to be practical only when coupled with the correct scan strategy for the deposition of thin walls. Three overlapped layers of aluminium bronze were deposited onto a structural steel pipe for multitrack coatings. The effect of laser power, scan speed and hatch distance on the final geometry of coating were studied independently, and a combined parameter was established to effectively control each geometrical characteristic (clad width, clad height and percentage of dilution). LC was then applied to coat commercial GCI brake discs with tool steel. The optical micrography showed that even with preheating, the cracks that originated from the substrate towards the coating were still present. The commercial brake discs emitted airborne particles whose concentration and size depended on the test conditions used for simulation in the laboratory. The contact of LC cladded wheel with rail emitted significantly less ultra-fine particles while maintaining the acceptable values of coefficient of friction.

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The scope of the thesis is to broaden the knowledge about axially loaded pipe piles, that can play as foundations for offshore wind turbines based on jacket structures. The goal of the work was pursued by interpreting experimental data on large-scale model piles and by developing numerical tools for the prediction of their monotonic response to tensile and compressive loads to failure. The availability of experimental results on large scale model piles produced in two different campaigns at Fraunhofer IWES (Hannover, Germany) represented the reference for the whole work. Data from CPTs, blow counts during installation and load-displacement curves allowed to develop considerations on the experimental results and comparison with empirical methods from literature, such as CPT-based methods and Load Transfer methods. The understanding of soil-structure interaction mechanisms has been involved in the study in order to better assess the mechanical response of the sand with the scope to help in developing predictive tools of the experiments. A lack of information on the response of Rohsand 3152 when in contact with steel was highlighted, so the necessity of better assessing its response was fulfilled with a comprehensive campaign of interface shear test. It was found how the response of the sand to ultimate conditions evolve with the roughness of the steel, which is a precious information to take account of when attempting the prediction of a pile capacity. Parallel to this topic, the work has developed a numerical modelling procedure that was validated on the available large-scale model piles at IWES. The modelling strategy is intended to build a FE model whose mechanical properties of the sand come from an interpretation of commonly available geotechnical tests. The results of the FE model were compared with other predictive tools currently used in the engineering practice.

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This work is focused on the radiation protection for a protontherapy facility. The aim is to simulate with the best accuracy the prompt radiation field of the proton accelerator situed in Ruvo di Puglia, owned by Linearbeam s.r.l. company. In order to simulate it, is used Geant4, a software for interaction simulations of particles with matter. Thanks to internship work, thesis speaks about cancer therapy with a new method for particle acceleration, a linear beam. For a complete overview of the therapy, this work starts with a crush course on interactions of particle with matter, goes specifically to biological matter, then is shown a brief introduction to shielding studies for a particle acceleration facility, and then a presentation of Geant4. At the end, the main aspects of the proton accelerator are simulated, from proton hitting material of beam-pipe to detectors used to measure dose.

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In questo elaborato vengono descritte le modalità ed i criteri di progettazione di un impianto di riutilizzo di vapore surriscaldato residuo, per un’applicazione industriale di riscaldamento di acqua desalinizzata. Il vapore, che si trova stanziato in linee di accumulo considerate preesistenti, verrà successivamente spillato e canalizzato verso uno scambiatore termico a fascio tubiero controcorrente. A valle di quest’ultimo, si sviluppa una linea di ritorno di condensa che si conclude con il collegamento della stessa ad una linea di accumulo di condensa, anch'essa considerata preesistente. L’obiettivo principale dell’elaborato è la progettazione delle linee piping necessarie per la corretta e completa realizzazione dell’impianto sopracitato, sia a livello operativo che di sicurezza. A tale scopo, quindi, viene descritto il layout generale d’impianto, vengono stabiliti gli approcci da seguire, come la supportazione delle linee stesse ed i metodi di smorzamento delle tensioni termiche accumulate, ed, una volta introdotte le normative e gli standard utilizzati in fase di progettazione, viene fatta una verifica mediante utilizzo di software di calcolo a elementi finiti (Caesar 2), i cui risultati andranno a giustificare le scelte progettuali ed a convalidare l’attuale installazione del progetto.