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A mathematical model for studying the impact of climate variability on malaria epidemics in South AfricaAbiodun, Gbenga Jacob January 2017 (has links)
Philosophiae Doctor - PhD / Malaria is most prevalent in tropical climates, where there are sufficient rainfall
for mosquitoes to breed and conducive temperatures for both the mosquito and
protozoa to live. A slight change in temperature can drastically affect the lifespan
and patterns of mosquitoes, and moreover, the protozoan itself can only
survive in a certain temperature range. With higher temperatures, mosquitoes
can mature faster, and thus have more time to spread the disease. The malaria
parasite also matures more quickly at warmer temperatures. However, if temperatures
become too high, neither mosquitoes nor the malaria pathogen can
survive. In addition, stagnant water is also a major contributor to the spread
of malaria, since most mosquito species breed in small pools of water. The correct
amount and distribution of rainfall increases the possible breeding sites
for mosquito larvae, which eventually results in more vectors to spread the disease.
With little rainfall, there are few places for the mosquitoes to breed. For
these reasons, and in order to control mosquito population, it is important to examine the weather parameters such as temperature and rainfall which are
imperative in determining the disease epidemics. Accurate seasonal climate
forecasts of these variables, together with malaria models should be able to
drive an early warning system in endemic regions. These models can also be
used to evaluate the possible change in regions under climate change scenarios,
and the spread of malaria to new regions.
In this study, we develop and analyse a mosquito model to study the population
dynamics of mosquitoes. Ignoring the impact of climate, the model is
further developed by introducing human compartments into the model. We
perform both analytical and numerical analyses on the two models and verify
that both models are epidemiological and mathematical well-posed. Using
the next generation matrix method, the basic reproduction number of each
system is calculated. Results from both analyses confirm that mosquito- and
disease-free equilibria are locally asymptotically stable whenever R0 < 1 and
unstable whenever R0 > 1. We further establish the global stability of the
mosquito-free equilibrium using a Lyapunov function. In order to examine
the effectiveness of control measures, we calculate the sensitivity coefficients of
the reproductive number of the mosquito-human malaria model and highlight
the importance of mosquito biting rate on malaria transmission. In addition,
we introduce climate dependent parameters of Anopheles gambiae and climate
data of Limpopo province into the malaria model to study malaria transmission
over the province.
Climate variables and puddle dynamics are further incorporated into the
mosquito model to study the dynamics of Anopheles arabiensis. The climatedependent
functions are derived from the laboratory experiments in the study
of Maharaj [114], and we further verify the sensitivity of the model to parameters
through sensitivity analysis. Running the climate data of Dondotha village
in Kwazulu-Natal province over the mosquito model, it is used to simulate the
impact of climate variables on the population dynamics of Anopheles arabiensis
over the village. Furthermore, we incorporate human compartments into
the climate-based mosquito model to explore the impact of climate variability on malaria incidence over KwaZulu-Natal province over the period 1970-2005.
The outputs of the climate-based mosquito-human malaria model are further
analysed with Principal Component Analysis (PCA), Wavelet Power Spectrum
(WPS) and Wavelet Cross-coherence Analysis (WCA) to investigate the
relationship between the climate variables and malaria transmission over the
province.
The results from the mosquito model fairly accurately quantify the seasonality
of the population of Anopheles arabiensis over the study region and
also demonstrate the influence of climatic factors on the vector population dynamics.
The model simulates the population dynamics of both immature and
adult Anopheles arabiensis and increases our understanding on the importance
of mosquito biology in malaria models. Also, the simulated larval density produces
a curve which is similar to observed data obtained from another study.
In addition, the mosquito-malaria models produce reasonable fits with the
observed data over Limpopo and KwaZulu Natal provinces. In particular, they
capture all the spikes in malaria prevalence. Our results further highlight the
importance of climate factors on malaria transmission and show the seasonality
of malaria epidemics over the provinces. The results of the PCA on the model
outputs suggest that there are two major process in the model simulation.
One of the processes indicate high loadings on the population of Susceptible,
Exposed and Infected humans, while the other is more correlated with Susceptible
and Recovered humans. However, both processes reveal the inverse
correlation between Susceptible-Infected and Susceptible-Recovered humans
respectively. Through spectrum analysis, we notice a strong annual cycle of
malaria incidence over the province and ascertain a dominant periodicity of
one year. Consequently, our findings indicate that an average of 0 to 120-day
lag is generally noted over the study period, but the 120-day lag is more associated
with temperature than rainfall. The findings of this study would be
useful in an early warning system or forecasting of malaria transmission over
the study areas.
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[en] POWER SYSTEM ANALYSIS THROUGH INTERACTIVE ALGORITHMS FOR PERSONAL COMPUTERS / [pt] ASPIM - ANÁLISE DE SISTEMAS DE POTÊNCIA POR ALGORITMOS INTERATIVOS EM MICROCOMPUTADORESLUIZ ANTONIO DA FONSECA MANSO 18 December 2006 (has links)
[pt] O presente trabalho de dissertação de mestrado tem por
finalidade contribuir para uma maior dinamização do
ensino de engenharia de sistemas de potência através da
elaboração de um conjunto de algoritmos interativos para
microcomputadores, onde o aluno poderá realizar um
processo contínuo de experimentação, questionamento e
revisão de conceitos.
Para um bom desenvolvimento deste processo de
aprendizagem
é criado um ambiente amigável onde o usuário tem suas
ações amparadas por mensagens explicativas e de
monitoração de erros, resultando na redução do tempo
gasto
em cada seção de estudo e estimulando o mesmo a realizar
um número maior de simulações.
Foram elaboradas quatro programas de computadores. O
primeiro, responsável pela estrutura conversacional e
gerenciamento, foi escrito em PASCAL. Os demais foram
escritos em FORTRAN77 e se restringem à execução dos
cálculos necessários aos estudos de: fluxo de potência,
curto-circuito e estabilidade transitória. Estes três
últimos programas utilizam técnicas especiais para
armazenagem de matrizes esparsas e obtenção do elementos
de interesse de suas inversas.
Três sistemas de potência foram escolhidos para estar
imediatamente disponíveis ao usuário, sendo que um deles
é
utilizado no texto durante a explanação da estrutura
conversacional para os estudos disponíveis. / [en] The present Dissertation aims to provide more dynamism to
the teaching and learning process in power system
engineering through a set of interactive personal computer
algorithms. The student may carry out a continuous process
of experimenting, questioning and revision of concepts.
In order to better develop the leaining process, a frindly
environment is created where the user has his actions
supported by explanatory and error monitoring messages.
This results in a reduction of the time spent in each
study section and, consequently, it estimulates the
student to perform a greater number of simulations.
Four computer programs have been developed. There
is one written in PASCAL language, responsible for the
following studies: load flow, slort-circuit and transient
stability. These programs use special sparsity techniques
and programming.
Three power systems have been choosen to be
immediately available to the user. One of them is used in
the text during the explanation process of the
conversational structure of the power system studies.
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Optimal streaks amplification in wakes and vortex shedding control / Amplification optimale des streaks dans les écoulements de sillage et contrôle du vortex sheddingDel Guercio, Gerardo 07 November 2014 (has links)
Les amplifications optimales d'énergie de structures quasiment alignées dans le sens de l'écoulement sont calculées dans le cas d'un sillage parallèle, d'un sillage synthétique faiblement non-parallèle et du sillage d'un cylindre. Il a été observé que de très grandes amplifications d'énergie peuvent être supportés par ces sillages. L'amplification d' énergie s'accroît avec la longueur d'onde des perturbations en envergure à l'exception du sillage du cylindre pour lequel l'accroissement d'énergie est maximal pour λz ≈ 5 − 7 D. Les structures amplifiées de manière optimale sont les streaks fluctuant dans le sens de l’écoulement. Il est montré que ces streaks sont capables de supprimer complètement l'instabilité absolue d'un sillage parallèle lorsqu'ils sont déclenchés avec une amplitude finie. L'instabilité globale d'un sillage faiblement non-parallèle et celle du sillage d'un cylindre peuvent être complètement supprimées par des streaks d'amplitude modeste. L'énergie de contrôle requise pour stabiliser le sillage est très faible lorsque les perturbations optimales sont utilisées, et il est montré qu'elle est toujours plus faible que celle qui devrait être utilisée pour un contrôle uniforme en envergure (2D). Il est aussi montré que la dépendance du taux de croissance est quadratique et que, par conséquent, les classiques analyses de sensibilité au premier ordre ne permettent pas de prédire la grande efficacité de la technique de contrôle par streaks. La dernière partie de ce travail livre des résultats préliminaires sur l'étude expérimentale du contrôle par streaks dans le cas du sillage turbulent d'un corps 3D. Il est montré que les streaks forcés artificiellement dans la zone d'instabilité absolue de l'écoulement sont capables de modifier la dynamique du sillage. / We compute optimal energy growths leading to streamwise streaks in parallel, weakly non-parallel and the circular cylinder wakes. We find that very large energy amplifications can be sustained by these wakes. The energy amplifications increase with the spanwise wavelength of the perturbations except in the circular cylinder wake where maximum energy growths are reached for λz ≈ 5 − 7 D. The optimally amplified structures are streamwise streaks. When forced with finite amplitudes these streaks are shown, in parallel wakes, to be able to completely suppress the absolute instability. The global instability of the weakly non-parallel and the circular cylinder wakes can be completely suppressed with moderate streaks amplitudes. The energy required to stabilize the wake is much reduced when optimal perturbations are used, and it is shown to be always smaller than the one that would be required if a 2D control was used. It is also shown that the sensitivity of the global mode growth rate is quadratic and that therefore usual first order sensitivity analyses are unable to predict the high efficiency of the control-by-streaks strategy.
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Numerical Performance of the Holomorphic Embedding MethodJanuary 2018 (has links)
abstract: Recently, a novel non-iterative power flow (PF) method known as the Holomorphic Embedding Method (HEM) was applied to the power-flow problem. Its superiority over other traditional iterative methods such as Gauss-Seidel (GS), Newton-Raphson (NR), Fast Decoupled Load Flow (FDLF) and their variants is that it is theoretically guaranteed to find the operable solution, if one exists, and will unequivocally signal if no solution exists. However, while theoretical convergence is guaranteed by Stahl’s theorem, numerical convergence is not. Numerically, the HEM may require extended precision to converge, especially for heavily-loaded and ill-conditioned power system models.
In light of the advantages and disadvantages of the HEM, this report focuses on three topics:
1. Exploring the effect of double and extended precision on the performance of HEM,
2. Investigating the performance of different embedding formulations of HEM, and
3. Estimating the saddle-node bifurcation point (SNBP) from HEM-based Thévenin-like networks using pseudo-measurements.
The HEM algorithm consists of three distinct procedures that might accumulate roundoff error and cause precision loss during the calculations: the matrix equation solution calculation, the power series inversion calculation and the Padé approximant calculation. Numerical experiments have been performed to investigate which aspect of the HEM algorithm causes the most precision loss and needs extended precision. It is shown that extended precision must be used for the entire algorithm to improve numerical performance.
A comparison of two common embedding formulations, a scalable formulation and a non-scalable formulation, is conducted and it is shown that these two formulations could have extremely different numerical properties on some power systems.
The application of HEM to the SNBP estimation using local-measurements is explored. The maximum power transfer theorem (MPTT) obtained for nonlinear Thévenin-like networks is validated with high precision. Different numerical methods based on MPTT are investigated. Numerical results show that the MPTT method works reasonably well for weak buses in the system. The roots method, as an alternative, is also studied. It is shown to be less effective than the MPTT method but the roots of the Padé approximant can be used as a research tool for determining the effects of noisy measurements on the accuracy of SNBP prediction. / Dissertation/Thesis / Masters Thesis Electrical Engineering 2018
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Spine modelling for liftingMihcin, Senay January 2007 (has links)
Mathematical modelling is widely used in the field of biomechanics. The traditional approach to investigate spine related injuries is to check the strength of the components of the spine. Spinal stability approach focuses on the force polygons formed by the body weight, muscle forces, ligament forces and external load. This force polygon is expected to stay within the boundaries of the spine to ensure stability. Proving the possibility of one force polygon within the spine boundaries proves the stability of the spine. This study focuses on the full curvature of the spine for spinal stability investigations in a lifting activity. An experiment has been designed to investigate the postural differences in males and females by measuring the full spinal curvature with a skin surface device. Distributed body weight force, with increased detail of muscle and ligament forces acting on the spine have been modelled by writing a code in Visual Basic, while lifting a load from the boot of a car in the sagittal plane. This model is flexible enough to reflect changes in body weight parameter. Results show that there is a difference between male and female postures during the full span of lifting activities. Application of individual muscle forces provides greater control of stability at each vertebral level. By considering the elongation of the ligaments and the force requirements of the muscle groups, it is possible to diagnose soft tissue failure. The differences in posture result in different moment arms for muscles and ligaments causing different loading on the spine. Most critical postures have been identified as the fully flexed postures with external load acting on the spine. Conceptual design ideas have been proposed to assist lifting a load from the boot of a car to eliminate the excessive flexion and loading on the spine.
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AVALIAÇÃO DO RISCO A ESCORREGAMENTOS DEVIDO A OCUPAÇÃO URBANA NA VILA BELA VISTA EM SANTA MARIA-RS / EVALUATION OF THE LANDSLIDE RISK DUE TO URBAN OCCUPATION IN THE BELA VISTA VILLAGE IN SANTA MARIA-RSZiegler, Guilherme La Flor 05 April 2013 (has links)
The study of geological and geotechnical characteristics of the slopes and indication
of eviction those considered high risk geotechnically, can prevent tragedies caused
by landslides materials. This dissertation was the main objective of evaluate the
landslide risk due to urban occupation on the slope of strand west hill Cechela
located in the Bela Vista village of the municipality of Santa Maria-RS. The
methodology applied in this work consisted in review of the literature, field
investigations, laboratory tests for characterization and determination of the
resistance parameters of the soil layers, survey report of the intervention area,
registration of housing under conditions of high risk to landslides, stability analysis of
the slope of strand west hill Cechela and comparison of risk observed with that
presented in the Municipal Plan of Reducing Risks of Santa Maria (PMRRSM). The
results of inspection report are: the hillside with slopes greater than 30% is located in
area not suited to urban occupation; there are deposits of small thickness colluviums
situated directly on the substrate sandstone bedrock of the formation Botucatu; the
most significant processes of instability on the slope are the landslides planar shallow
colluvial soils. The register of homes indicates that if not done containment works two
houses should be removed. The results of direct shear tests indicated that the
increase of humidity and saturation degree cancels the cohesive intercept and
significantly reduces the angle of internal friction of colluvium and sandstone.
However, under natural conditions no saturation occurs due to the local geological
conditions. The stability analysis with the use of software obtained safety factors (FS)
of 1.40 and 2.57 for profiles of 07 and 17 HOUSES, showing that the slopes of the
hill are stable. The landslide risk observed in the study area is less than that indicated
in the PMRRSM. This work shows that must be constructed surface drainage devices
and/or containment of the soil near the House 07 and 17 sites and suggests that
today's families are kept in the slope of strand west hill Cechela. It is noteworthy that
the village community Bela Vista should be instructed with relevant information to the
identification of risks and the municipal plan risks should be reviewed. / O estudo das características geológicas e geotécnicas de encostas e indicação de
desocupação daquelas consideradas geotecnicamente de alto risco, podem evitar
tragédias causadas por deslizamentos de materiais. Esta dissertação de mestrado
teve o objetivo principal de avaliar o risco a escorregamentos na encosta da vertente
oeste do morro Cechela devido à ocupação urbana localizada na vila Bela Vista do
município de Santa Maria-RS. A metodologia aplicada neste trabalho consistiu no
levantamento bibliográfico, investigações de campo, ensaios laboratoriais para a
caracterização e determinação dos parâmetros de resistência das camadas dos
solos, laudo de vistoria da área de intervenção, cadastro das moradias em condições
de risco elevado a escorregamentos, análise de estabilidade da encosta da vertente
oeste do morro Cechela e comparação do risco observado com aquele apresentado
no Plano Municipal de Redução de Riscos de Santa Maria (PMRRSM). Os
resultados do laudo de vistoria são: a encosta com declividades superiores a 30%
está localizada em área não adequada à ocupação urbana; existem depósitos de
colúvios de pequena espessura situados diretamente sobre substrato rochoso
arenítico da formação Botucatu; os processos de instabilização mais significativos na
encosta são os escorregamentos planares de solos coluvionares rasos. O cadastro
das moradias indica que se não forem executadas obras de contenção duas casas
deverão ser removidas. Os resultados dos ensaios de cisalhamento direto indicaram
que o aumento da umidade e grau de saturação anula o intercepto coesivo e reduz
significativamente o ângulo de atrito interno do colúvio e do arenito. No entanto, nas
condições naturais não ocorre a saturação devido a condições geológicas do local.
As análises de estabilidade com o uso de software obtiveram fatores de segurança
(FS) de 1,40 e de 2,57 para os perfis das CASAS 07 e 17, evidenciando que os
taludes da encosta são estáveis. O risco a escorregamentos observado na área em
estudo é menor do que aquele indicado no PMRRSM. Este trabalho evidencia que
devem ser construídos dispositivos de drenagem superficial e/ou de contenção do
solo junto aos locais da CASA 07 e 17 e sugere que as atuais famílias sejam
mantidas na encosta da vertente oeste do morro Cechela. Destaca-se que a
comunidade da vila Bela Vista deve ser instruída com informações relevantes para a
identificação de riscos e que o plano municipal de riscos deve ser revisto.
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STABILITY ANALYSIS OF A LONGWALL MINING IN NARVA OIL SHALE MINEOisalu, Ott, Lõhmuste, Taavi January 2017 (has links)
Oil shale industry in Estonia is looking at other mining technologies as alternative to strip mining and room and pillar mining methods. One such alternative to the room and pillar method is the punch-longwall mining method. Enefit Kaevandused AS, one of the major oil shale companies in Estonia, plans to employ this technology in exploiting some of its resources in the near future. This thesis examines the different stability problems related to the planned punch-longwall mining project in Narva oil shale mine. Determining optimal chain pillar dimensions and stability of the punch-longwall highwall slope are the main objectives of this project. Rock mechanical analyses have been done and recommendations are made based on the rock mechanical aspect of the mining process. Taavi Lõhmuste is responsible for the chain pillar stability analysis and Ott Oisalu for the punch-longwall highwall slope stability analysis. It is essential to understand the geology of a certain area in order to make accurate stability assessments. Because of the previously stated requirements, the geology of Estonian oil shale deposit is examined in the first part of the thesis in order to determine the geological and rock mechanical conditions to set the foundation for further analyses. In conclusion, for the part of the highwall slope, a properly designed barrier pillar plays a key role in the stability of the slope. After reviewing and analyzing the results of both highwall slope numerical models, it can be stated that the minimum length for the barrier pillar that still will yield in stable highwall slope is 65 meters. For the part of the chain pillars, in conclusion, it can be determined that optimal chain pillar dimensions that should be suitable, from the stability standpoint, are 6x6 meters for 3-entry system and 7x7 meters for 2-entry system (length x width).
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Time-Stepping Methods in Cardiac ElectrophysiologyRoy, Thomas January 2015 (has links)
Modelling in cardiac electrophysiology results in a complex system of partial differential equations (PDE) describing the propagation of the
electrical wave in the heart muscle coupled with a highly nonlinear system of ordinary differential equations (ODE) describing the ionic
activity in the cardiac cells. This system forms the widely accepted bidomain model or its slightly simpler version, the monodomain model.
To a large extent, the stiffness of the whole model depends on the choice of the ionic model, which varies in terms of complexity and
realism. These simulations require accurate and, depending on the ionic model used, possibly very stable numerical methods. At this time,
solving these models numerically requires CPU time of around one day per heartbeat. Therefore, it is necessary to use the most efficient
method for these simulations.
This research focuses on the comparison and analysis of several time-stepping methods: explicit or semi-implicit, operator splitting, deferred correction and Rush-Larsen methods. The goal is to find the optimal method for the ionic model used. For our analysis, we used the monodomain model but our results apply to the bidomain model as well. We compare the methods for three ionic models of varying complexity and stiffness: the Mitchell-Schaeffer models with only 2 variables, the more realistic Beeler-Reuter model with 8 variables, and the stiff
and very complex ten Tuscher-Noble-Noble-Panfilov (TNNP) models with 17 variables. For each method, we derived absolute stability criteria of the spatially discretized monodomain model and verified that the theoretical critical time steps obtained closely match the ones in numerical experiments. Convergence tests were also conducted to verify that the numerical methods achieve an optimal order of convergence on the model variables and derived quantities (such as speed of the wave, depolarization time), and this in spite of the local non-differentiability of some of the ionic models. We looked at the efficiency of the different methods by comparing computational times for similar accuracy. Conclusions are drawn on the methods to be used to solve the monodomain model based on the model stiffness and complexity, measured respectively by the most negative eigenvalue of the model's Jacobian and the number of variables, and based on strict stability and accuracy criteria.
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Impulsive Differential Equations with Applications to Infectious DiseasesMiron, Rachelle January 2014 (has links)
Impulsive differential equations are useful for modelling certain biological events. We present three biological applications showing the use of impulsive differential equations in real-world problems. We also look at the effects of stability on a reduced two-dimensional impulsive HIV system. The first application is a system describing HIV induction-maintenance therapy, which shows how the solution to an impulsive system is used in order to find biological results (adherence, etc). A second application is an HIV system describing the interaction between T-cells, virus and drugs. Stability of the system is determined for a fixed drug level in three specific regions: low, intermediate and high drug levels. Numerical simulations show the effects of varying drug levels on the stability of a system by including an impulse. We reduce these two models to a two-dimensional impulsive model. We show analytically the existence and uniqueness of T-periodic solutions, and show how stability changes when varying the immune response rate, the impulses and a certain nonlinear infection term. The third application shows how seasonal changes can be incorporated into an impulsive differential system of Rift Valley Fever, and looks at how stability may differ when impulses are included. The analysis of impulsive differential systems is crucial in developing more realistic mathematical models for infectious diseases.
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Unsteadiness in transonic shock-wave/boundary layer interactions : experimental investigation and global stability analysisSartor, Fulvio 17 March 2014 (has links)
Dans cette étude nous considérons l'interaction entre une onde de choc et une couche limite turbulente sur un écoulement transsonique sur une bosse d'un point de vue expérimentale et théorique.Des mesures expérimentales ont permis de montrer que l'interaction est caractérisée par la coexistence de deux fréquences caractéristiques distinctes, mais l'origine des oscillations est controversée. Des simulations numériques permettent une description de l'écoulement moyen, mais ne sont pas capables de reproduire le comportement instable de l'interaction. Nous proposons d'abord une étude de stabilité globale: une décomposition en valeurs propres de l'opérateur de Navier-Stokes linéarisé indique que l'interaction est un phénomène stable, et la dynamique de l'écoulement ne peut pas être décrite par un mode global instable.Nous considérons ensuite une approche linéarisée, où la réceptivité de l'écoulement à un forçage externe est analysée à travers une décomposition en valeurs singulières du Résolvant global. Cette nouvelle approche est proposée afin d'expliquer le processus de sélection de fréquence dans cet écoulement, et montre que l'interaction filtre et amplifie le bruit résiduel existant.La même approche est enfin appliquée sur un cas d'écoulement transsonique autour d'un profil d'aile, qui peut présenter des oscillations périodiques de l'onde de choc. La décomposition en valeurs propres de opérateur de Navier-Stokes linéarisé est capable de décrire la dynamique du choc, tandis que la décomposition en valeurs singulières du Résolvant global peut indiquer la présence des instabilité convectives. / A transonic interaction between a shock wave and a turbulent boundary layer is experimentally and theoretically investigated. The configuration is a channel flow over a bump, where a shock wave causes the separation of the boundary layer and a recirculating bubble is observed downstream of the shock foot.The mean flow is experimentally investigated by means of PIV, then different techniques allows to identify the main unsteadiness of this shock-wave/boundary-layer interaction. As recognised in similar configurations, the flow presents two distinguished characteristic frequencies, whose origins are still unknown.Numerical simulations are performed solving RANS equations. Results are in good agreement with the experimental mean flow, but the approach fails to predict the unsteady. The solution of RANS equations is then considered as a base flow, and a global stability analysis is performed. Eigenvalue decomposition of the Navier-Stokes operator indicates that the interaction is stable, and the dynamics cannot be described by unstable global modes.A linearised approach based on a singular-value decomposition of the Resolvent is then proposed: the noise-amplifier behaviour of the flow is highlighted by the linearised approach. Medium-frequency perturbations are shown to be the most amplified in the mixing layer, whilst the shock wave behaves as a low-pass filter.The same approach is then applied to a transonic flow over a profile, where the flow can present high-amplitude shock oscillations. The stability analysis can describe both the buffet phenomenon when an unstable mode is present, and the convective instabilities responsible of medium-frequency unsteadiness.
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