Title The most often problems in shoulder girdle of women basketball players and options of physiotherapeutic affect. Objectives The main goal of the thesis is in theoretical part to summarize potentional problems in shoulder girdle of basketball players, options and solutions of these problems. There is complex examination of shoulder girdle of dominant upper limb of women basketball players in an experimental part and figure out where is the main problem in this part. Methods There are two parts of the thesis, the first one is the theoretical background for second experimental part where complex functional physiotherapeutic examination of shoulder girdle with using of aspection, palpation and special tests for shoulder girdle were made. The most often problems in shoulder girdle of women basketball player has been determined by using the results of testing process. Results Testing of shoulder girdle of women basketball players showed how often blockage of ribs is. Blockage of fifth rib was present in 90% of the probands, frequent was also decentred position of shoulder and shoulder blade, hypertone of upper fixators of shoulder blade and pectoral muscles. Most of probands had restriction of passive motion to segment in thoracic spine and hypermobility of shoulder. Often was present weakness of...

Ce travail de thèse s'inscrit dans le cadre d'un projet de recherche industriel visant à améliorer les méthodes et les outils de simulation du comportement thermohydraulique et vibratoire dans les générateurs de vapeur des centrales nucléaires, en présence de colmatage. Le colmatage des générateurs de vapeur est un phénomène de déposition de matières au niveau d'interstices, appelés passages foliés, qui perturbe la libre circulation de l'écoulement appartenant au circuit secondaire. L'objectif de ces travaux de thèse est de disposer d'un modèle permettant de simuler ce phénomène dans l'intégralité du générateur de vapeur à l'échelle du sous-canal du faisceau de tubes. Le modèle proposé se décompose en deux étapes au niveau de chaque passage folié : une étape de déposition des particules, et une étape de consolidation du dépôt par précipitation d'espèces solubles. Une méthode inverse d'assimilation de données a été développée pour ajuster ce modèle sur les différentes observations issues du retour d'expérience disponible à EDF. Les résultats de simulation sont comparables aux données mesurées sur sites d'exploitation pour les générateurs de vapeur étudiés. L'impact du colmatage sur l'écoulement se caractérise par l'apparition de survitesses en partie supérieure du générateur de vapeur à l'origine d'instabilités vibratoires des tubes, et par la diminution du taux de recirculation. Par ailleurs, les résultats de simulation confirment qu'une augmentation du pH dans l'ensemble du circuit secondaire semble une solution intéressante pour atténuer le phénomène de colmatage. Ce remède est actuellement envisagé sur le parc nucléaire français. / In nuclear power plants, corrosion product deposits in the secondary side of steam generators may result in tube support plate flow blockage. Flow blockage is a deposit at the inlet of tube support plate flow holes. It may induce high velocity zones in the secondary flow, then vibrations and tube cracks in some cases. The main objective of this work is to model and simulate this deposit phenomenon in the whole steam generator. A new deposit model has been also developed and implemented in the frame of THYC. THYC is the EDF's reference code for the modelling of 3D two-phase thermal-hydraulic phenomena at the subchannel scale. The deposit model is defined by two main steps : particle deposition, and strengthening process due to soluble species precipitation in the pores of particle deposits. It is calibrated on blockage rates observed in steam generators using an inverse method also developed in this work. The relevance of this model is tested by comparing the simulation results to the actual levels of flow blockage observed in some nuclear plants. The main impact of flow blockage on the secondary flow is localized at the upper tube support plate and may induce tube vibrations. Moreover the simulation results underline the pH dependence of flow blockage phenomenon. A pH elevation of the secondary flow is one of the remedies currently considered on EDF's nuclear fleet.

One of the best opportunities to reduce pipeline accidents and subsequent product loss comes from implementing better pipeline condition assessment and fault detection systems. Transient analysis model based condition assessment is the most promising technique because pressure transients propagate entire system interacting with the pipe and any devices in the system. Transient measurements embody a large amount of information about the physical characteristics of the system. The performance of this technique has its difficulties because a highly accurate transient model is required. Real systems have numerous uncertainties and flow system components that presents a major challenge in the development of precise transient analysis models. To improve transient modelling for the performance of condition assessment, this research undertakes a comprehensive investigation into the transient behaviour of distributed and various local energy loss system components in water and gas pipelines. The dynamic behaviours that have been investigated in this research are the effect of unsteady wall resistance, viscoelasticity effects of polymer pipe, and local energy loss elements including leakages, entrapped air pockets, orifices, and blockages during unsteady pipe flow conditions. The dynamic characteristics of these system components are modelled based on the conservative solution scheme using the governing equations in their conservative form. Use of the conservative form of the equations improves the sensitivity and applicability of transient analysis in both liquid and gas pipeline systems. The numerical model results are compared to laboratory experiments in water and gas pipelines to observe the interaction between transient pressure wave and system components and to verify the proposed models. / http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1337145 / Thesis( Ph.D.) -- University of Adelaide, School of Civil, Environmental and Mining Engineering 2008

Made available in DSpace on 2016-12-08T16:24:20Z (GMT). No. of bitstreams: 1 PGCA15MA161.pdf: 119035 bytes, checksum: a5dfaf04161545272882e1423c258dc0 (MD5) Previous issue date: 2015-02-27 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / The in vitro embryo production has a strong commercial and preservationist impact in Brazil. However, there are still barriers to be overcome, since the in vitro maturation does not mimic the in vivo maturation. The maturation optimization increases the embryo competence and quality, making them more cryotolerants. The meiotic blockage, after oocytes removal from their follicular environment, may be a good alternative. Three experiments (n = 2848) evaluated the Cordicepim as a meiotic blocker in bovine oocytes in different culture media, and its influence on embryonic development. Follicles 3-8 mm diameter, were punctured from abattoir ovaries and allocated into 4 groups: Control (TCM-199 + pyruvate, FSH, LH and SFB); MIVCord (TCM-199 + Pyruvate, FH, LH, FCS, Cordicepim); TCMCor (TCM-199 + Cordicepim) and TCMCont (TCM-199), followed by standard maturation (IVM) for 20 or 24 h. The effect of meiosis blockage in embryo production was assessed by cleavage and blastocyst rate, and total number of cells assessed. To evaluate the stage of maturation, oocytes were stained with Hoechst and evaluated by microscopy. Quantitative data were analyzed by ANOVA and Tukey test and the qualitative data by chi-square, with 5% significance. Cordicepim did not affect cleavage (60.7 vs. 56.4%) and blastocysts (30.7 vs. 24.8%) rates when added to supplemented medium (MIVCord). However, there was a reduction in cleavage (42%) and blastocysts (12.1%) rates when added to a medium without supplements (TCMCord). On the kinetics of maturation after 6 hours of pre culture, only TCMCord group maintained most oocytes blocked. Cell density of the produced embryos (26 h maturation) in MIVcont groups (189.2 ± 11.4), MIVCord (187.1 ± 12.1) and TCMCont (171.2 ± 10.4) did not differ and were higher than TCMCord group (119.7 ± 11.4). Already, with 30 h maturation cell density was similar between embryos from control group (224.2 ± 17.5) and TCMCord group (240.1 ± 10.4). However, even with 30 h maturation, only 64.8% of the oocytes completed maturation in TCMCord group, while 100% maturated in Control group. We conclude that 6 h of culture in cordicepim in the absence of gonadotropins, partially inhibits the meiosis in oocytes, and this inhibition is not successfully reversed even after 24 hours of maturation pattern in the absence of cordicepim. The cordicepim reduces embryo production when in vitro maturation is performed for 26 h. However, within 30 h maturation time, the Cordicepim does not affect embryo production rate. Yet, the cordicepim prevents the cumulus cells expansion in an irreversible manner / A produção in vitro de embriões tem um forte impacto comercial e preservacionista no Brasil. Entretanto ainda existem barreiras a serem superadas, já que a maturação in vivo não é totalmente mimetizada pela maturação in vitro. A otimização da maturação pode aumentar a competência e a qualidade embrionária, tornando-os mais criotolerantes. Uma boa alternativa pode ser o bloqueio meiótico reversível. Três experimentos (n = 2848) avaliaram o Cordicepim como bloqueador meiótico para oócitos bovinos, em diferentes meios de cultivo e sua influência no desenvolvimento embrionário. Folículos de 3-8 mm, obtidos por aspiração de ovários de frigorífico foram distribuídos em 4 grupos: Controle (TCM-199 + piruvato, FSH, LH e SFB) MIVCord (TCM-199 +Piruvato, FH, LH, SFB, Cordicepim) TCMCor (TCM-199 + Cordicepim) e TCMCont (TCM-199), seguido de maturação padrão (MIV) por 20 ou 24 horas. O efeito do bloqueio meiótico na produção de embriões foi avaliado pela taxa de clivagem, blastocisto e número total de células. Para avaliação do estágio de maturação, os oócitos foram corados com Hoechst e avaliados por microscopia. Os dados quantitativos foram submetidos à ANOVA e teste de Tukey e os qualitativos ao qui-quadrado, com 5% de significância. O Cordicepim não influenciou as taxas de clivagem (60,7 vs 56,4%) e blastocistos (30,7 vs 24,8%), quando empregado em meio suplementado (MIVCord). Porém, houve uma redução na taxa de clivagem (42%) e blastocistos (12,1%), quando empregado em meio sem suplementos (TCMCord). Na cinética de maturação nuclear após 6 horas de pré-maturação, apenas o grupo TCMCord manteve a maioria dos oócitos bloqueados (67%). A densidade celular dos embriões produzidos (26 h maturação) nos grupos controle (189,2 ± 11,4), MIVCord (187,1 ± 12,1) e TCMCont (171,2 ± 10,4) não diferiram entre si e foram superiores ao grupo TCMCord (119,7 ± 11,4). Já com 30 h de maturação a densidade celular dos embriões foi semelhante entre os grupos controle 30 (224,2 ± 17,5) e TCMCord 30 (240,1 ± 10,4). Porém, mesmo com 24 h de maturação padrão, apenas 64,8% dos oócitos do grupo TCMCord 30 completaram a maturação, enquanto no grupo controle 100% maturaram. Conclui-se que 6 h de pré-maturação em cordicepim, na ausência de suplementos, inibe parcialmente a meiose em oócitos bovinos, porém esta inibição não é revertida com êxito mesmo após 24 horas de maturação padrão na ausência de cordicepim. O cordicepim reduz a produção de embriões in vitro com 26 h de maturação. Já com 30 h de maturação, o Cordicepim não influencia a taxa de produção embrionária. Ainda, o cordicepim impede de forma irreversível a expansão das células do cumulus

Abstract: The use of self-consolidating concrete (SCC) in the concrete industry in cast-in-place applications, including repair applications, is growing given the various advantages offered in both fresh and hardened states. The present study deals with the design and performance of fiber-reinforced self-consolidating concrete (FR-SCC) as a repair material of concrete infrastructure. The study also considers the use of various steel and synthetic fibers (five fibers in total) that were used to produce FR-SCC and fiber-reinforced self-consolidating mortar (FR-SCM) that can be employed for structural and non-structural repair applications. The study evaluates the effect of material properties and mixture composition of the fibrous concrete and mortar on workability, mechanical, visco-elastic, durability, and structural behavior. The investigation that is presented in this thesis included the testing of 28 full-scale beams under four-point flexural loading. The majority of these beams were repaired by casting concrete to fill a relatively thin section along the tension zone of the beams. The repair technique was based on the FR-SCC characteristics including the maximum fiber volume and length. This technique required mixtures of high range of fluidity. The optimized FR-SCC and FR-SCM mixtures exhibited excellent flow characteristics along the 3.2-m long beams without blockage, segregation, nor debonding at the interface of repair-substrate concrete. Based on the structural characteristics of the composite beams, the overall performance of the beams repaired using the FR-SCC and FR-SCM was similar or higher (up to 2.6 times) than that of monolithic beams made with conventional vibrated concrete (CVC). The use of optimized FRSCC mixtures enabled the replacement of 50% of the tension steel reinforcement in repair sections; i.e., the number of bars in the tension zone decreased from three bars to two bars with the addition of fibers in the SCC without mitigating structural performance. The degree of prediction of crack width, cracking load/moment, ultimate loads, and deflection of various FR-SCC and FR-SCM mixture was evaluated using several design and code models. The results indicate that these code models can provide safe predictions for crack and ultimate loads, as well as crack width of FR-SCC. The deflection of FR-SCC is unsafe but predictable by these code models. In total, 18 large-scale beams were tested in four-point for flexural creep. FR-SCC incorporating steel fibers combined with expansive agent provided overall performance up to 10 times of that obtained with CVC with the same fiber type and volume. The cracking under constant load was reduced by 60% to 80% using self-consolidating fibrous mixtures made with or without expansion agents, compared to SCC without fibers. The best combination to reduce the cracking potential when the restrained shrinkage ring test was employed was obtained with SCC mixtures made with steel fibers and expansive agent. Models were elaborated to predict the time-to-cracking for FR-SCC and FR-SCM mixtures based on mixture modulus of elasticity and drying and autogenous shrinkages. The project involved extensive testing of highly flowable fibrous materials to determine drying shrinkage (nearly 260 prisms), modulus of rupture (nearly 180 prisms), as well as compressive and splitting tensile strengths and elastic modulus (nearly 2100 cylinders). Based on the results, models were proposed to predict these key material properties that affect the performance of FR-SCC and FR-SCM used in repair applications. In addition to FR-SCC, the investigation also was set to evaluate the feasibility of using fiber-reinforced superworkable concrete (FR-SWC) in construction and repair applications. Such highly flowable concrete that requires limited vibration consolidation can represent some advantages over FR-SCC (lower admixtures demand, lower risk of segregation, greater robustness, lower formwork pressure, etc.). The energy needed to ensure proper consolidation, using either vibration or rodding, applied on samples made with FR-SWC was determined. The energy requirement took into consideration the development of mechanical properties, the resistance to segregation, and the development of proper surface quality. The study also demonstrated the higher overall structural performance of optimized FR-SWC compared to the corresponding FR-SCC mixtures. The findings of the thesis on the design and performance of highly workable fiber-reinforced cementitious materials should facilitate the acceptance of such novel high-performance material in infrastructure construction and repair applications. // Résumé: L'utilisation du béton autoplaçant (BAP) dans l'industrie du béton dans les applications du coulage sur place incluant les applications de la réparation, est en croissance vu les divers avantages offerts à l'état frais et à l'état durci. La présente étude traite de la conception et la performance des bétons autoplaçants fibrés (BAPF) en tant que matériau de réparation des infrastructures en béton. L'étude considère également l'usage de différentes fibres métalliques et synthétiques (cinq fibres au total) qui ont été utilisées pour produire des BAPF et des mortiers autoplaçants fibrés (MAPF) pour des applications de réparations structurales et non structurales. L'étude évalue l'effet des propriétés du matériau et la composition des bétons et mortiers fibrés sur l'ouvrabilité, les propriétés mécaniques, viscoélastiques, de durabilité et le comportement structural. L'étude présentée dans cette thèse a inclus 28 poutres à grande échelle testées sous un chargement flexionnel à quatre points. La majorité de ces poutres a été réparée par le coulage du béton pour remplir une section relativement mince tout au long de la zone tendue des poutres. La technique de réparation a été basée sur les caractéristiques des BAPF incluant le volume maximal et la longueur maximale de fibres. Cette technique a requis des mélanges de haut niveau de fluidité. Les BAPF et MAPF ont exhibé d'excellentes caractéristiques d'écoulement le long de 3,2 m, la longueur de la poutre, sans blocage, ségrégation, ni décollement à l'interface entre le béton de base et le béton de réparation. En se basant sur les caractéristiques structurales des poutres composites, la performance globale des poutres réparées en utilisant les BAPF et les MAPF était similaire ou supérieure (jusqu'à 2,6 fois) que celle des poutres monolithiques fabriquées d'un béton conventionnel vibré (BCV). L'utilisation des mélanges de BAPF optimisés a permis de remplacer 50% du ferraillage tendu dans les sections de réparation; c'est-à-dire que le nombre des barres d'armatures dans la zone tendue a réduit de trois barres à deux barres avec l'addition de fibres dans le BAP sans mitiger la performance structurale. Le degré de prédiction de la largeur de fissures, charge de fissuration, charge ultime et déflexion de différents mélanges de BAPF et MAPF a été évalué en utilisant quelques designs et modèles de codes. Les résultats ont montré que ces modèles ont pu fournir de prédictions sécuritaires pour les charges de fissuration et ultime, ainsi que la fissuration des BAPF. La déflexion des BAPF est non sécuritaire mais reste prédictible par ces modèles de codes. En total, 18 poutres à grande échelle ont été testées en fluage flexionnel de quatre points. Des BAPF contenant des fibres métalliques combinées avec un agent expansif ont fourni une performance globale jusqu'à 10 fois celle obtenue avec un BCV contenant le même type et volume de fibres. La fissuration sous une charge constante a été réduite de 60% à 80% en utilisant des mélanges autoplaçants fibrés fabriqués avec ou sans agents expansifs, par rapport au BAP sans fibres. La meilleure combinaison pour réduire le potentiel de fissuration avec l'essai du retrait restreint a été obtenue avec des mélanges de BAP contenant de fibres d'acier et un agent expansif. Des modèles ont été élaborés pour prédire le temps de fissuration des mélanges de BAPF et MAPF basés sur le module d'élasticité du mélange et les retraits de séchage et endogène. Le projet comportait de nombreux essais sur les mélanges fibrés de haute fluidité à savoir la détermination du retrait de séchage (près de 260 prismes), le module de rupture (près de 180 prismes), ainsi que la résistance en compression, la résistance en traction et le module d'élasticité (plus de 2100 cylindres). En se basant sur les résultats, des modèles ont été proposés pour prédire ces propriétés clés qui affectent la performance des BAPF et MAPF destinés aux applications de réparation. En plus des BAPF, l'étude a aussi été faite pour évaluer la faisabilité de l'utilisation des bétons semi-fluides fibrés (BSFF) dans les applications de construction et de réparation. Tels bétons de haute fluidité requérant une consolidation limitée peuvent présenter certains avantages par rapport aux BAPF (plus faible demande en adjuvants, plus faible risque de ségrégation, robustesse supérieure, plus faible pression sur les coffrages, etc.). L'énergie nécessaire pour assurer une propre consolidation, en utilisant soit la vibration ou le piquage, appliquée sur des échantillons de BSFF a été déterminée. Les exigences de cette énergie considèrent le développement des propriétés mécaniques, la résistance à la ségrégation et la propre qualité de surface. L'étude a aussi démontré une performance structurale globale supérieure des BSFF optimisés par rapport aux mélanges de BAPF correspondant. Les conclusions de la thèse sur le design et la performance des matériaux cimentaires renforcés de fibres et de haute fluidité devraient faciliter l'acceptation de tels nouveaux matériaux de haute performance dans les applications de la construction et la réparation des infrastructures.

Submitted by Pedro Silva Filho (pfsilva@ipen.br) on 2017-11-17T17:27:31Z No. of bitstreams: 0 / Made available in DSpace on 2017-11-17T17:27:31Z (GMT). No. of bitstreams: 0 / Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq) / Os elementos de combustível de um reator nuclear de pesquisa tipo MTR (\"Material Testing Reactor\") são, em sua grande maioria, formados por placas de combustível revestidas com alumínio contendo no cerne silicileto de urânio (U3Si2) disperso em matriz de alumínio. Essas placas possuem espessura da ordem de milímetros e comprimentos muito maiores em relação à sua espessura. Elas são dispostas paralelamente no conjunto que forma o elemento combustível, de maneira a formar canais entre elas com poucos milímetros de espessura, por onde escoa o fluido de refrigeração (água leve ou água pesada). Essa configuração, associada à necessidade de um escoamento com altas vazões para garantir o resfriamento das placas em operação, pode gerar problemas de falhas mecânicas das placas de combustível devido às vibrações induzidas pelo escoamento nos canais e, consequentemente, acidentes de proporções graves no caso de velocidade crítica que possa gerar o colapso das placas. Embora não haja ruptura das placas de combustível durante o colapso, as deflexões permanentes excessivas das placas podem causar bloqueio do canal de escoamento no núcleo do reator e levar ao superaquecimento nas placas. Para este trabalho, foram desenvolvidas uma bancada experimental com capacidade para altas vazões volumétricas (Q=100 m3/h) e uma seção de testes que simula um elemento combustível do tipo placa com três canais de resfriamento. A seção de testes foi construída com placas de alumínio e acrílico e foi instrumentada com sensores de deformação, sensores de pressão, um acelerômetro e um tubo de pitot. As dimensões da seção de testes foram baseadas nas dimensões do Elemento Combustível do Reator Multipropósito Brasileiro (RMB), cujo projeto está sendo coordenado pela Comissão Nacional de Energia Nuclear - CNEN. Os experimentos realizados alcançaram o objetivo de chegar à condição de velocidade crítica de Miller com o colapso das placas. A velocidade crítica foi atingida com 14,5 m/s levando a consequente deformação plástica das placas que formam o canal do escoamento. O canal central na entrada da seção de testes apresentou uma abertura de 3 mm em seu centro, causando um grande bloqueio do escoamento nos canais laterais. Este comportamento foi v constatado visualmente durante a desmontagem da seção de testes, ilustrado e discutido na análise de resultados apresentado neste trabalho. O bloqueio dos canais também foi observado por meio de gráficos de queda de pressão e por gráficos das deformações da entrada, centro e saída das placas contra a velocidade média da seção de testes. Observou-se uma queda da resistência hidráulica da seção de testes devido ao aumento da seção transversal de escoamento no canal central e um aumento exponencial das deformações quando da ocorrência da velocidade crítica. Comparativamente, o valor experimental obtido para velocidade crítica na seção de testes foi da ordem de 85% do valor obtido por cálculo com a expressão teórica de Miller. Os experimentos realizados permitiram um melhor entendimento da interação fluido estrutura em elementos de combustível tipo placa como: valores de frequências de vibrações naturais, instabilidade fluido elástica e desenvolvimento de técnicas para a detecção de valores de velocidade crítica. / Tese (Doutorado em Tecnologia Nuclear) / IPEN/T / Instituto de Pesquisas Energéticas e Nucleares - IPEN-CNEN/SP / CNPq:481193/2012-0

This research aims to assess the causes of inefficient and unstable operation of centrifugal compressors and turboexpanders in process gas applications in order to provide a solution for performance restoration and enhancement. It encompasses thermodynamic and flow evaluations to examine the efficiency and operating range improvement options of new units. Besides, this work is complemented by a technoeconomic analysis to provide a rounded outcome from these studies. In order to achieve the desired objectives, a novel integrated approach has been developed to assess the design and performance of multi-stage centrifugal compressors. The proposed systematic methodology involves five basic elements including evaluation of compressor selection, compressor sizing and casing structure, performance prediction at the design and off-design conditions, modelling of efficiency and head deterioration causes; and stage design evaluation. This will contribute towards evaluating the geometrical parameters of the new units’ designs at the early preliminary design phase, and thus, will be useful to identify the options for efficiency and operating range enhancements. For installed units, this approach can be implemented to assess the cause of inefficient and unstable operation by assessing the available operation data. A method was developed to predict the performance curve of multi-stage centrifugal compressor based on a stage stacking technique. This approach considers the advantages of Lüdtke and Casey-Robinson methods with an incorporation of a methodology for compressor selection and sizing to generate more accurate results. To emphasize the validity of the developed model, it has been evaluated for both low and high flow coefficient applications. The obtained results show a significant improvement in the estimated efficiency, pressure ratio, shaft power and operating range as compared with the existing methods. The centrifugal compressor is designed to run under various operating conditions and different gas compositions with the primary objective of high efficiency and reliability. Therefore, a new iterative method has been developed to predict the equivalent compressor performance at off-design conditions. This technique uses the performance parameters at design conditions as a reference point to derive the corresponding performance characteristics at numerous suction conditions with less dependency on the geometrical features. Through a case study on a gas transport centrifugal compressor, it was found that the developed approach can be applied for design evaluation on the expected variation of working conditions, and for the operation diagnosis of installed units as well. Furthermore, a parametric study has been conducted to investigate the effect of gas properties on the stage efficiency, surge margin, and compressor structure. The obtained results support the need for considering the gas properties variation when the off-design performance is derived. To evaluate the impact of internal blockage on the performance parameters, this study proposed an approach to model the effect of non-reactive deposits, which has been qualified using four operation cases and the obtained results are compared with the internal inspection findings from the stage overhauling process. This also covers the influential aspects of flow blockage on the technical and economic values. Since the main challenge here is to analyze the process gas composition in real time, the influences of the non-reactive deposits have been compared with the effect of the unanticipated gas composition change. Subsequently, it has turned out that the pressureratio parameter is not enough to assess the possibility of flow blockage and unexpected gas properties change. Moreover, it was observed that the stage discharge pressure was more sensitive to the fouled aftercooler comparing with suction and internal blockage. However, the effect of contaminated aftercooler on the surge point and discharge pressure and temperature of the upstream stage was found greater than its impact on the shaft power. Thus, a substantial surge margin reduction was detected when the first stage was operating with a fouled aftercooler comparing with the measured reduction as a result of unanticipated gas properties change. Furthermore, a larger pressure ratio drop was measured in the case of liquid carryover which revealed a more significant impact of the two phases densities difference comparing with the gas volume fraction (GVF) effect. The possibility of hydrate formation has been assessed using hydrate formation temperature (HFT) criteria. Additionally, this research highlights a number of challenges facing the selection of typical centrifugal stage design by assessing the contribution of design characteristics on the operating efficiency and stable flow range. Besides, an empirical-based-model was established to select the optimum impeller and diffuser configurations in order to make a compromise decision based on technical and economic perspective. It was concluded that there is no absolute answer to the question of optimum rotor and stator configuration. The preliminary aerothermodynamic evaluation exposed that the selection of the optimum impeller structure is governed by several variables: stage efficiency, pressure loss coefficient, manufacturing cost, required power cost, resonance frequency and stable operating range. Hence, an evaluation is required to compromise between these parameters to ensure better performance. Furthermore, it was argued throughout this study that the decision-making process of the typical stage geometrical features has to be based upon the long-term economic performance optimization. Thus, for higher long-term economic performance, it is not sufficient to select the characteristics of the impeller and diffuser geometry based on the low manufacturing cost or efficiency improvement criterion only. For turboexpanders, a simple and low cost tool has been developed to determine the optimum turboexpander characteristics by analysing the generated design alternatives. This approach was used in designing a turboexpander for hydrocarbon liquefaction process. Moreover, since the turboexpanders are expected to run continuously at severe gas conditions, the performance of the selected turboexpander was evaluated at different inlet flow rates and gas temperatures. It has turned out that designing a turboexpander with the maximum isentropic efficiency is not always possible due to the limitations of the aerodynamic parameters for each component. Therefore, it is necessary to assess the stage geometrical features prior the construction process to compromise between the high capital cost and the high energetic efficiency.

Abstact: In order to address the wind-industry's need for a new generation of more advanced wake models, which accurately quantify the mean flow characteristics within a reasonably CPU-time, the two-dimensional analytical approach by Belcher et al. (2003) has been extended to a three-dimensional wake model. Hereby, the boundary-layer approximation of the Navier-Stokes equations has been linearized around an undisturbed baseflow, assuming that the wind turbines provoke a small perturbation of the velocity field. The conducted linearization of the well established actuator-disc theory brought valuable additional insights that could be used to understand the behavior (as well as the limitations) of a model based on linear methods. Hereby, one of the results was that an adjustment of the thrust coecient is necessary in order to get the same wake-velocity field within the used linear framework. In this thesis, two different datasets from experiments conducted in two different wind-tunnel facilities were used in order to validate the proposed model against wind-farm and single-turbine cases. The developed model is, in contrary to current engineering wake models, able to account for effects occurring in the upstream flow region. The measurement, as well as the simulations, show that the presence of a wind farm affects the approaching flow even far upstream of the first turbine row, which is not considered in current industrial guidelines. Despite the model assumptions, several velocity statistics above wind farms have been properly estimated, providing insight about the transfer of momentum inside the turbine rows. Overall, a promising preliminary version of a wake model is introduced, which can be extended arbitrarily depending on the regarded purpose.

The failure of sewer pipes is a significant issue that can adversely affect the environment and public health. The problem is exacerbated by the additional burden it places on treatment plants, which must work harder to process the increased sewage flow resulting from pipe failures. The research in this thesis is based on an extensive review of the existing literature on sewer pipe failure and inspection, focusing on the proactive approach that can predict pipe failures to assist in effective maintenance. The study finds that several predictive models can accurately predict sewer deterioration with high accuracy (up to 95 % precision), making it possible to identify potential failures and address them before they cause significant damage or disruption. However, the research indicates that there has been relatively little work done on predicting blockage and CSO, two critical aspects of sewer pipe management that could be addressed more to manage sewer systems effectively. The thesis discusses that by developing an effective predictive model for prioritisation of monitoring sewer pipes, planners can save time and money on individual inspections while planning well ahead to avoid any service disruption. The study also summarised the data needs for the predictive models and found pipe age, material, diameter depth, and length to be the most commonly used input parameters by the existing model developers. The finding of this research can guide decision support in future efforts to improve sewer pipe inspection practices. / Fel på avloppsrör är en viktig fråga som kan påverka miljön och folkhälsan negativt. Problemet förvärras av den extra börda det innebär för reningsverken, som måste arbeta hårdare för att hantera det ökade avfallsflödet till följd av rörbrott. Forskningen i denna avhandling baseras på en omfattande genomgång av den befintliga litteraturen om fel på avloppsrör och inspektion, med fokus på det proaktiva tillvägagångssättet som kan förutsäga rörfel för att bidra till effektivt underhåll. Studien visar att flera prediktiva modeller kan förutsäga försämring av avlopp med hög noggrannhet (upp till 95 % precision), vilket gör det möjligt att identifiera potentiella fel och åtgärda dem innan de orsakar betydande skador eller störningar. Forskningen visar dock att det har gjorts relativt lite arbete för att förutsäga blockering och CSO, två kritiska aspekter av hantering av avloppsrör som skulle kunna hanteras mer för att hantera avloppssystemet effektivt. I avhandlingen diskuteras att genom att utveckla en effektiv prediktiv modell för prioritering av övervakning av avloppsrör kan planerare spara tid och pengar på enskilda inspektioner och samtidigt planera i god tid för att undvika eventuella driftstörningar. Studien sammanfattade även data behovet för de prediktiva modellerna och fann att röra ålder, material, diameter, djup och längd var de mest använda ingångs parametrarna av de befintliga modellutvecklare. Resultatet av denna forskning kan vägleda beslutsstöd i framtida ansträngningar för att förbättra praxis för inspektion av avloppsrör.

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