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Notre travail de thèse présente une contribution à l'étude du comportement d'un jet flottant horizontal, représentatif de la dispersion de rejets dans un milieu marin. Il consiste à modéliser ce type d'écoulement par une approche mathématique basée sur la résolution numérique moyennant la méthode des volumes finis, à valider le modèle numérique par des mesures à échelle réduite sur des maquettes expérimentales, et, enfin, à simuler la dispersion de polluants à grande échelle sur un cas réel. Trois cas d’étude ont été abordés:Le premier cas est relatif à l’étude numérique et expérimentale d'un jet flottant turbulent rond et "non-Boussinesq", injecté horizontalement dans un milieu statique et homogène. Les résultats ont permis de décrire la nature du jet et son comportement en fonction des conditions initiales d’éjection. La deuxième étude a concerné un autre cas représentatif des rejets des émissaires de stations d'épuration. Il s’agit d’un jet pariétal admettant l’approximation de Boussinesq en régime de convection mixte. L’objectif ici est d’étudier l'influence de l'effet combiné de la turbulence et de la présence de la paroi sur le comportement du jet. Dans le dernier cas d’étude, on a modélisé, en 2D et en 3D, à grande échelle un processus côtier de dispersion de rejets en surface libre appliqué sur le cas de la pollution de la baie de Tanger. Les résultats ont permis de visualiser le mécanisme de la dispersion et d’avoir des informations précieuses sur l’écoulement généré au voisinage des plages par l’interaction des rejets et des mouvements de flux et de reflux de la marée. / This work is a contribution to the study of horizontal buoyant jet behavior that presents the dispersion of discharges into the marine environment. It consists in the modeling of this flow by a mathematical approach based on numerical simulation by means of the finite volume method, the validation of a numerical model by measurements on experimental model at a small, and, finally, the simulation of pollutant dispersion on a large scale on a real case. Three cases of study were broached: The first case relates to the experimental and numerical study of horizontal round turbulent non-Boussinesq buoyant jet in a static homogeneous environment. The results were used to describe the nature and the behavior of the jet as a function of the initial conditions of ejection. The second study involved another case of discharges from outfalls. We investigated a numerical and experimental study about a horizontal buoyant wall turbulent jet in a static homogeneous environment. The aim was to analyze the influence the effect of both turbulence and wall boundary on the behavior of the jet. The latter case of study focused on numerical simulation in 2D and 3D of the coastal process of discharges dispersion on a free surface. This modeling dealt more precisely with the dispersion of discharges into a marine environment in the presence of cross flows. The bay of Tangier in Morocco was chosen as an application site. The results made it possible to visualize the dispersion mechanism and to gain valuable information on the flow generated by the interaction of discharges and high/low tide movements near the beaches of the bay.

Ocean tides worldwide have exhibited secular changes in the past century, simultaneous with a global secular rise in mean sea level (MSL). The combination of these two factors contributes to higher water levels, and may increase threats to coastal regions and populations over the next century. Equally as important as these long-term changes are the short-term fluctuations in sea levels and tidal properties. These fluctuations may interact to yield locally extreme water level events, especially when combined with storm surge. This study, presented in three parts, examines the relationships between tidal anomalies and MSL anomalies on yearly and monthly timescales, with a goal of diagnosing dynamical factors that may influence the long-term evolution of tides in the Pacific Ocean. Correlations between yearly averaged properties are denoted tidal anomaly trends (TATs), and will be used to explore interannual behavior. Correlations of monthly averaged properties are denoted seasonal tidal anomaly trends (STATs), and are used to examine seasonal behavior. Four tidal constituents are analyzed: the two largest semidiurnal (twice daily) constituents, M2 and S2, and the two largest diurnal (once daily) constituents, K1 and O1. Part I surveys TATs and STATs at 153 Pacific Ocean tide gauges, and discusses regional patterns within the entire Pacific Ocean. TATs with statistically significant relations between MSL and amplitudes (A-TATs) are seen at 89% of all gauges; 92 gauges for M2, 66 for S2, 82 for K1, and 59 for O1. TATs with statistically significant relations between tidal phase (the relative timing of high water of the tide) and MSL (P-TATs) are observed at 55 gauges for M2, 47 for S2, 42 for K1, and 61 for O1. Significant seasonal variations (STATs) are observed at about a third of all gauges, with the largest concentration in Southeast Asia. The effect of combined A-TATs was also considered. At selected stations, observed tidal sensitivity with MSL was extrapolated forward in time to the predicted sea level in 2100. Results suggest that stations with large positive combined A-TATs produce total water levels that are greater than those predicted by an increase in MSL alone, increasing the chances of high-water events. Conversely, negative correlation between sea level and tidal properties may mitigate somewhat against sea level rise; changes in total water levels in 2100 at stations with a negative combined A-TAT are less than that predicted by MSL rise alone. Climate change scenarios that take into account greater increases in MSL due to increased Antarctic ice melt show larger changes in total water levels over the same time period. Part II examines the mechanisms behind the yearly (TAT) variability in the Western Tropical Pacific Ocean. Significant amplitude TATs are found at more than half of 26 gauges for each of the two strongest tidal constituents, K1 (diurnal) and M2 (semidiurnal). For the lesser constituents analyzed (O1 and S2), significant trends are observed at ten gauges. Frictional mechanisms related to the El Nino Southern Oscillation (ENSO) are found to be important in influencing tides in the Western Pacific, as well as resonant triad interactions, a nonlinear coupling that exchanges energy between the M2, K1, and O1 tides. Both of these factors contribute to the observed tidal variability in the Solomon Sea region. Part III analyzes the seasonal behavior of tides (STATs) at twenty tide gauges in the Southeast Asian waters, which exhibit variation by 10-30% of mean tidal amplitudes. A barotropic ocean tide model that considers the seasonal effects of MSL, stratification, and geostrophic and Ekman velocity is used to explain the observed seasonal variability in tides due to variations in monsoon-influenced climate forcing, with successful results at about half of all gauges. The observed changes in tides are best explained by the influence of non-tidal velocities (geostrophic and Ekman), though the effect of changing stratification is also an important secondary causative mechanism. From the results of these surveys and investigations, it is concluded that short-term fluctuations in MSL and tidal properties at multiple time scales may be as important in determining the state of future water levels as the long-term trends. Global explanations for the observed tidal behavior have not been found in this study; however, significant regional explanations are found at the yearly time scale in the Solomon Sea, and at the seasonal time scale in Southeast Asia. It is likely that tidal sensitivity to annual and seasonal variations in MSL at other locations also are driven by locally specific processes, rather than factors with basin-wide coherence.

Thesis (Ph. D.)--Joint Program in Applied Ocean Science and Engineering (Massachusetts Institute of Technology, Dept. of Mechanical Engineering; and the Woods Hole Oceanographic Institution), 2012. / Cataloged from PDF version of thesis. / Includes bibliographical references (p. 79-84). / Estuarine density stratification may be controlled primarily by cross-shore processes (analogous to longitudinal control in narrow estuaries), or by both cross- and alongshore processes (typical of coastal plumes). Here field observations and numerical modeling are used to investigate stratification on the low-sloped, periodically inundated Skagit Bay tidal flats. Advection of stratification by the depth-averaged velocity, straining of the horizontal density gradient by velocity shear, and turbulent mixing are shown to be the dominant processes. On the south-central flats (near the south fork river mouth) velocities are roughly rectilinear, and the largest terms are in the major velocity direction (roughly cross-shore). However, on the north flats (near the north fork river mouth), velocity ellipses are nearly circular owing to strong alongshore tidal flows and alongshore stratification processes are important. Stratification was largest in areas where velocities and density gradients were aligned. The maximum stratification occurred during the prolonged high water of nearly diurnal tides when advection and straining with relatively weak flows increased stratification with little mixing. Simulations suggest that the dominance of straining (increasing stratification) or mixing (decreasing stratification) on ebb tides depends on the instantaneous Simpson number being above or below unity. / by Vera L. Pavel. / Ph.D.

The thesis deals with the construction design of reversible swirl turbine used in a tidal range power plant for bidirectional operation. The theoretical part provides an overview of state-of-the-art technologies in the usage of tidal energy, mostly by means of tidal range and stream tidal power plants. It also analyses respective designs of tidal turbines and their advantages and disadvantages. The practical part of the thesis demonstrates individual steps applied when examining loading forces and also shows the design method and strength inspection procedure of the turbine and its parts, especially of the impeller, gears, shafts and bearings. Lastly, the paper outlines the selection approach of the most appropriate water plant generator.