During the past decades, the systematic investigation of the morphodynamics of meandering rivers mostly involved the theoreticalanalytical methodology. The development of analytical models enabled the definition of equilibrium conditions, stability and evolution of river meanders and to investigate the interaction between planform and bedform processes and mechanisms. In recent years the new branch of remote sensing applied to river morphodynamics has been constantly developing simultaneously to the rapid increase of computational and satellite resources. The remote sensing analysis xiii is nowadays employed in a wide range fields in geophysics; for this reason, the past years have seen the prolific development of numerous algorithms for remote sensing analysis. However, remote sensing of meandering river morphodynamics has not been consistently integrated with morphodynamic modelling so far. There is a lack of sophisticated algorithms for the extraction of extensive morphodynamic information from the available remotely sensed data; this gap prevented researchers from seeking systematic validation of analytical models to define their range of applicability, and to exploit their potential for improved insight on observations in real world meandering rivers. The evolutionary dynamics of the channel width, at local and bend scale, as well as the dynamics of bars in meandering rivers represent two major unsettled issues in our present understanding of river meandering dynamics. In this thesis I first provide a systematic methodology for the automated extraction of meandering river morphodynamic information from multitemporal, multispectral remotely sensed data, coded in the PyRIS software. Moreover, I develop an analytical model to investigate the long-term planform evolution of periodic sequences of meander bends incorporating spatio-temporal variations of channel curvature, width and slope. A first model component predicts the temporal evolution of the channel width and slope based on a novel treatment of the sediment continuity at the reach scale. A second model component is a fully analytical, evolutionary model of periodic meanders with spatially and temporally oscillating width accounting for nonlinear feedbacks in flow and sediment transport by means of a twoparameters perturbation approach. Application of the PyRIS software to several long reaches of freeflowing meandering rivers allows me to develop a consistent set of observations on the temporal and spatial evolution of channel width and curvature with unprecedented level of detail. Furthermore, model outcomes indicate that meander-averaged width and slope invariably decrease during meander development, and that the temporal adjustment of the hydraulic geometry is controlled by the ratio between the evolutionary timescales of planform and riverbed, quantified from the analyzed meandering rivers dataset. The nonlinear perturbation model indicates that width and curvature co-evolve according to a hysteretic behavior in time and predicts that the meander belt width dramatically decreases when the meander resonance threshold is crossed. The modelling approach predicts wider-at-bend meanders when the bank pull is dominant with respect to bar push, which in turn promotes meander bends that are wider at inflections. Analytical modeling and remote sensing analysis are mostly integrated through a statistical approach; bend-scale evolutionary analysis xiv of planform descriptors such as channel width, width oscillations and curvature in large pristine meandering rivers exhibit good agreement with the outcomes of the proposed analytical models. Finally, the integration between analytical modeling and remote sensing analysis allows me to identify the key processes controlling the interaction between migrating sediment bars and planform-driven steady point bars. The conditions for the formation of migrating bars in meandering rivers are mostly related to the production of sediment supply by the basin, contrarily to the widespread idea that meandering rivers exhibiting migrating bars typically display lower values of the channel curvature.

Cette thèse porte sur l’analyse morphodynamique et sédimentaire des méandres du Cher (affluent de rive gauche de la Loire moyenne). L’intérêt pour cette question est né d’un double constat. Le premier était celui d’un manque patent de connaissances sur le fonctionnement géomorphologique des affluents de la Loire en général et du Cher en particulier. Le second se rapportait à la coexistence en apparence contradictoire d’une faible mobilité en plan depuis le début du XIXe siècle et d’une érosion latérale active au cours des trois dernières décennies, au minimum. L’objectif était à la fois de combler une partie de ce déficit de connaissances, afin notamment d’améliorer les pratiques de gestion de la rivière, et de caractériser le plus finement possible le comportement a priori atypique de ces systèmes à méandres, afin d’en comprendre la dynamique. Cette étude aura permis de mettre en évidence que depuis 1950, mais aussi probablement depuis 1830, la faible mobilité du tracé de la rivière relève essentiellement des contraintes exercées par les aménagements présents dans le lit mineur. En outre, ces méandres disposent encore aujourd’hui d’une très forte capacité intrinsèque à balayer leur plaine alluviale. La fréquence de mobilisation de la charge de fond est également élevée. Enfin, la morphogénèse est principalement commandée par les évènements hydrologiques de faible magnitude. Ces résultats sont de première importance pour les gestionnaires puisqu’ils indiquent que les dysfonctionnements qui affectent actuellement cet hydrosystème ne sont pas totalement irréversibles. / This thesis is dedicated to the morphodynamics and sedimentary analysis of the Cher River meanders (left bank tributary of the Middle Loire River). Two main points explain the present study. First, there is a general lack of knowledge concerning the geomorphological functioning of the Loire River tributaries, especially on the Cher River. Second, there is an apparent contradiction between the low mobility of the fluvial land forms since the early 19th century and active lateral erosion observed over the past three decades at least. In comparison with the Loire and its tributaries, the specificity of the Cher River lies in a meandering pattern that is both old and spatially extended. This research also directly concerns the current management issues of the Cher and the Loire River. These issues relate mainly to the maintenance or restoration of alluvial landscapes and to the refill of the bed with coarse sediments. The main objective of the thesis was both to fill a part of this knowledge gap and to characterize as fully as possible the atypical behavior of this meandering system in order to understand its dynamics. The various investigations conducted have focused on the middle valley of the Cher River, upstream of the channelized section, and more specifically on three distinct reaches. They were designed to validate two explanatory hypotheses that are not mutually exclusive of each other; the two hypotheses were initially set out to explain the stability of the meander planforms. The first hypothesis postulated that the migration of meanders was inhibited by the presence of bank protections. The second is related to a decrease in the frequency and / or intensity of hydrological morphogenic events since the 19th century. Our analysis is based on two complementary approaches. Firstly, we undertook the reconstruction of the evolutionary trajectory of these meanders at a historical timescale (period 1830-2005) and we investigated the causes of the observed changes. Secondly, we examined more specifically the relationships between morphogenesis and bedload transport at time scalesspanning from the hydrological event to a few decades (last 25-70 years). This study demonstrates that since 1950, but probably also since 1830, the low meander mobility, essentially results from engineering works in the bed. Further, the meanders still have a very high intrinsic ability to erode the alluvial plain. The frequency of bedload mobilization is also high. Finally, morphogenesis in the system is mainly controlled by low magnitude hydrological events. These results are of primary importance for river managers because they highlight the reversibility of the current hydrosystem degradation.

No description available.

Master of Arts / Department of Geography / Richard A. Marston / River migration has resulted in a land owner losing 80% of his farmable land along the west bank of a reach h of the Big Blue River near Marysville, Kansas. Analysis of meander geometry and meander movement revealed that a single meander is moving down valley, resulting in the loss of farmland. The rate and direction of river meander migration were measured using photogrammetric analysis of aerial photographs and topographic maps covering a period from 1956 to 2006. The greatest annual rates of channel migration and farmland erosion were closely associated with high flow events on the river between 1983 and 1986 and between 1986 and 1988. Analysis of recurrence interval, riparian vegetation, and bend curvature indicate that the rates of farmland lost and total meander migration are explained largely by the magnitude of floods. The direction in which the meander moved is largely explained by the bend curvature.

Les systèmes méandriformes construisent, à long terme, des architectures sédimentaires composées de corps poreux disséminés dans un volume de sédiments peu perméables. Ces corps sont susceptibles de contenir des ressources naturelles. Afin d'optimiser leur exploitation, il importe d'estimer la répartition et la connectivité de ces corps. À cet effet, Mines-Paristech développe Flumy, un logiciel de modélisation par processus de ces architectures . Cette thèse vise à améliorer la simulation de la migration dans Flumy en introduisant une influence.Pour cela, trois différents modèles ont été reliés entre eux et comparés. Le premier (modèle à pente constante) est celui actuellement en place dans Flumy, héritier des travaux de [Ikeda 1981] et dans lequel la pente de la surface du cours d'eau est constante. Le deuxième (modèle à pente variable) fut proposé par [Lopez 2003]. Il attribue à la surface libre la pente locale de la topographie. Enfin, un dernier modèle (modèle Saint Venant) a été élaboré en modifiant le précédent. L'écoulement moyen, initialement calculé sous une surface libre connue, est désormais obtenu par résolution des équations de Saint Venant sur un fond connu. Ces trois modèles ont été appliqués à la migration à long terme de méandres libres. Les modèles à pente constante et à pente variable ont également été utilisés pour reproduire les méandres confinés de deux rivières canadiennes, la Beaver et la Red Deer.Les résultats montrent un développement plus réaliste des méandres simulés avec le modèle à pente variable que de ceux simulés avec le modèle à pente constante. Cette amélioration est observable dans les méandres isolés (ralentissement de la vitesse d'extension) et dans les trains de méandres (confinement en ceintures de méandres). Le modèle à pente variable permet également une meilleure reproduction de la morphologie des méandres confinés. L'utilisation du modèle Saint Venant apporte les mêmes améliorations dans la simulation des méandres libres, quoique moins prononcées. Il permet surtout de construire une surface libre physique sur une grande variété de fonds, résolvant ainsi une limite identifiée dans le modèle à pente variable. / Over a long time, Meandering systems build sedimentary architectures composed of porous bodies scattered inside a volume of low-permeability sediments. These bodies may contain natural resources. In order to optimize their mining, it is essential to estimate the distribution and connectivity of such bodies. To this end, Mines ParisTech develops Flumy, a process-based model simulating the formation of these architectures. This thesis aims to improve the simulation of the migration in Flumy by taking into consideration the influence of the local slope.For this purpose, three distinct models were considered in conjunction, and compared. The first one (constant slope model), which constitutes the basis of the current Flumy version, was originally developed by [Ikeda 1981]. The second model (variable slope model), developed by [Lopez 2003], assigns to the free surface the slope of the surrounding topography. Finally, the last model (Saint-Venant model) has been derived from the variable slope model. Initially calculated under a known free surface, the mean flow in each cross-section is now obtained by solving the Saint-Venant equations over a known river bed. Each of those three models has been applied to the simulation of free meanders. Moreover, the constant-slope and variable slope models have been used to reproduce the confined meanders of two Canadian streams.The results point to a more realistic meanders development using the variable slope model than with the constant slope model. This improvement can particularly be observed in individual meanders, whose rate of extension decreases with the age. It is also noticeable in the overall river behavior, which self-confines in a meander belt. The specific morphology of the confined meanders is also better reproduced using the variable slope model than with the constant slope model. Lastly, though a lesser extent, the Saint-Venant model shows the same advantages than the variable slope model. In addition, it allows the construction of a physically meaningful free surface over a wide range of beds and, in doing so, resolves a limit of the variable slope model.

Approved for public release; distribution is unlimited / Results of a highly vectorized and multitasked model of the world ocean circulation were analyzed. This model which uses realistic physics, geometry, and forcing on a high-resolution grid, was run on the NCAR Cray X-MP/48 using a robust-diagnostic strategy. Twenty years of model integration using one-half degree horizontal resolution and 20 levels of vertical resolution were accomplished after 200 wall-clock hours at a maximum FORTRAN performance speed of 450 megaflops. Seven key regions of the world ocean were analyzed using an ocean model processor. A representation of the global ocean circulation emerged that compared well with observations and that included strong advective features, fronts, and subtropical meanders. A diagnostic analysis program was developed to analyze meridional heat and volume transports. The results in all basins appear to be reasonable when compared to the results of other studies. For example, an anomalous northward heat transport of 3.8 x 10 to the 14th power W at 30 deg in the South Atlantic compares favorably with the estimate of 4.2 x 10 to the 14th power W at 32 deg S by Bennett (1978) using hydrographic data. The results of simulations conducted in this study can be compared and contrasted against the results of future eddy-resolving simulations. Keywords: Digital simulation, Advection, Heat transport, Meridional volume transport, Oceanographic fronts, Meanders, Thermoclines, Finite difference analysis. Theses. (EDC) / http://archive.org/details/analysisofresult00bart / Lieutenant Commander, United States Naval Reserve

O meandramento da Corrente do Brasil (CB) ao sul da Bifurcação de Santos é investigada por meio de imagens satelitárias, dados quase-sinóticos, análise de funções ortogonais empíricas (EOF) de correntômetros de fundeios e um modelo analítico semi-teórico. A análise das imagens satelitárias revelam que em média 1,2 meandros ciclônicos de grande amplitude são formados anualmente nas vizinhanças do Cabo de Santa Marta (∼28,5°S). Os meandros parecem ser geostroficamente instáveis e a taxa de crescimento típica estimada é de 0,05 m s-1 . Eles ainda se propagam para sul com velocidade de fase de 0,07 m s-1 . A seção de velocidade, como a inferida por perfis de L-ADCP obtidos durante cruzeiros hidrográficos, revelam que os meandros do Cabo de Santa Marta possuem estrutura de velocidade distinta daquelas observadas em Cabo Frio (23°S) e Cabo de São Tomé (22°S). Os meandros alcançam profundidades maiores que 1400 m e recirculam Água Tropical, Água Central do Atlântico Sul, Água Intermediária Antártica e Água Circumpolar Superior. Ocasionalmente, a estrutura do vórtice se funde com a camada subjacente da Corrente de Contorno Oeste Profunda. O padrão geostrófico horizontal dos meandros foram mapeados usando dados de temperatura e salinidade de cruzeiros históricos e foi obtido que a estrutura ciclônica do meandro possui número de Rossby (∼0,07) e número de Burger (∼0,06) pequenos. Portanto, vorticidade de estiramento parece ter papel importante na dinâmica de meandramento e, consequentemente, instabilidade baroclínica é o fenômeno primariamente responsável pelo crescimento do ciclone. O número de Burger pequeno também sugere que a dinâmica do meandro é influênciada pela topografia. A análise de EOFs bidimensionais conduzida no transecto WOCE 28°S de fundeios históricos dos anos 90 mostram que o primeiro modo seccional explica cerca de 54% da variância das séries e está relacionado ao meandramento da CB. A amplitude do meandro ciclônico é aproximadamente 200 km uma vez que cruza o transecto e a onda de vorticidade baroclínica associada tem tipicamente 26 dias. Finalmente, um modelo de Dinâmica de Contornos idealizado de 2 camadas é construído para isolar o mecanismo de instabilidade baroclínica e para investigar as razões do crescimento e velocidade de fase para sul. A estrutura do fluxo básico do modelo é construído baseado no ajuste por mínimos quadrados das funções teóricas à média das observações nas espessuras das camadas. A simulação mostrou que o meandro evolui e se desenvolve devido ao fechamento de fase da camada inferior mais lenta relativo à camada superior mais rápida. Além disso, a propagação de fase para sul ocorre como uma consequência direta da componente barotrópica robusta, adquirida pela CB devido o ramo sul da Bifurcação de Santos. / The Brazil Current (BC) meandering south of the so-called Antarctic Intemediate Water\'s Santos Bifurcation is investigated by means of satellite imagery, quasi-synoptic data, empirical orthogonal function (EOF) analysis of currentmeter moorings and a semi-theoretical dynamical model. The analysis of the infrared imagery revealed that on average 1.2 large amplitude cyclonic meanders are formed annualy in the vicinities of Cape Santa Marta (∼28.5°S). The meanders seem to be geophysically unstable and the estimated typical growth rate is of 0.05 days-1 . They also propagate southward with phase speed of 0.07 m s-1 . The sectional velocity distributions, as inferred from L-ADCP profiles obtained during hydrographic cruises, revealed that the Cape Santa Marta meanders have a very distinct vertical structure from those observed off Cape Frio (23°S) and Cape São Tomé (22°S). The meanders reach much depths of 1400 m and recirculated Tropical Water, South Atlantic Central Water, Antarctic Intemediate Water and Upper Circumpolar Waters. Occasionally, the eddy structure melds with the underlying Deep Western Boundary Current. Geostrophic horizontal patterns of the meanders were mapped using T-S information from historical cruises and it is obtained that the meander is a low-Rossby number (∼0.07) and low-Burger(∼0.06) number cyclone feature. Therefore, stretching vorticity seems to play a major role on the meandering dynamics and, consequently, baroclinic instability is the phenomenon primairily responsible for the cyclone growth. The low-Burger number also suggests that the meander dynamics is influenced by the topography. The two-dimensional EOF analysis conducted on the historical 28°S WOCE mooring transect from the 90s shows that the first sectional mode explains about 54% of the series variance and is related to the BC meandering. The amplitude of the cyclonic meander is roughly 200 km as it crosses the transect and the associated baroclinic vorticity wave period is typically 26 days. Finally, an idealized 2-layer Contour Dynamics model is constructed to isolate the baroclinic instability mechanism and to investigate the reasons for the growth and the southward phase speeds. The model\'s basic flow structure is built based on least-square fits of the observations averaged within the two layer\'s vertical extensions. The simulation showed that the meander evolve and grow due to the phase-locking of the slower lower layer relative to the faster upper layer. Also, the southward phase speed occurs as a direct consequence of the robust barotropic component acquired by the BC due to the southern branch of the Santos Bifurcation of the Antarctic Intemediate Water.

O meandramento da Corrente do Brasil (CB) ao sul da Bifurcação de Santos é investigada por meio de imagens satelitárias, dados quase-sinóticos, análise de funções ortogonais empíricas (EOF) de correntômetros de fundeios e um modelo analítico semi-teórico. A análise das imagens satelitárias revelam que em média 1,2 meandros ciclônicos de grande amplitude são formados anualmente nas vizinhanças do Cabo de Santa Marta (∼28,5°S). Os meandros parecem ser geostroficamente instáveis e a taxa de crescimento típica estimada é de 0,05 m s-1 . Eles ainda se propagam para sul com velocidade de fase de 0,07 m s-1 . A seção de velocidade, como a inferida por perfis de L-ADCP obtidos durante cruzeiros hidrográficos, revelam que os meandros do Cabo de Santa Marta possuem estrutura de velocidade distinta daquelas observadas em Cabo Frio (23°S) e Cabo de São Tomé (22°S). Os meandros alcançam profundidades maiores que 1400 m e recirculam Água Tropical, Água Central do Atlântico Sul, Água Intermediária Antártica e Água Circumpolar Superior. Ocasionalmente, a estrutura do vórtice se funde com a camada subjacente da Corrente de Contorno Oeste Profunda. O padrão geostrófico horizontal dos meandros foram mapeados usando dados de temperatura e salinidade de cruzeiros históricos e foi obtido que a estrutura ciclônica do meandro possui número de Rossby (∼0,07) e número de Burger (∼0,06) pequenos. Portanto, vorticidade de estiramento parece ter papel importante na dinâmica de meandramento e, consequentemente, instabilidade baroclínica é o fenômeno primariamente responsável pelo crescimento do ciclone. O número de Burger pequeno também sugere que a dinâmica do meandro é influênciada pela topografia. A análise de EOFs bidimensionais conduzida no transecto WOCE 28°S de fundeios históricos dos anos 90 mostram que o primeiro modo seccional explica cerca de 54% da variância das séries e está relacionado ao meandramento da CB. A amplitude do meandro ciclônico é aproximadamente 200 km uma vez que cruza o transecto e a onda de vorticidade baroclínica associada tem tipicamente 26 dias. Finalmente, um modelo de Dinâmica de Contornos idealizado de 2 camadas é construído para isolar o mecanismo de instabilidade baroclínica e para investigar as razões do crescimento e velocidade de fase para sul. A estrutura do fluxo básico do modelo é construído baseado no ajuste por mínimos quadrados das funções teóricas à média das observações nas espessuras das camadas. A simulação mostrou que o meandro evolui e se desenvolve devido ao fechamento de fase da camada inferior mais lenta relativo à camada superior mais rápida. Além disso, a propagação de fase para sul ocorre como uma consequência direta da componente barotrópica robusta, adquirida pela CB devido o ramo sul da Bifurcação de Santos. / The Brazil Current (BC) meandering south of the so-called Antarctic Intemediate Water\'s Santos Bifurcation is investigated by means of satellite imagery, quasi-synoptic data, empirical orthogonal function (EOF) analysis of currentmeter moorings and a semi-theoretical dynamical model. The analysis of the infrared imagery revealed that on average 1.2 large amplitude cyclonic meanders are formed annualy in the vicinities of Cape Santa Marta (∼28.5°S). The meanders seem to be geophysically unstable and the estimated typical growth rate is of 0.05 days-1 . They also propagate southward with phase speed of 0.07 m s-1 . The sectional velocity distributions, as inferred from L-ADCP profiles obtained during hydrographic cruises, revealed that the Cape Santa Marta meanders have a very distinct vertical structure from those observed off Cape Frio (23°S) and Cape São Tomé (22°S). The meanders reach much depths of 1400 m and recirculated Tropical Water, South Atlantic Central Water, Antarctic Intemediate Water and Upper Circumpolar Waters. Occasionally, the eddy structure melds with the underlying Deep Western Boundary Current. Geostrophic horizontal patterns of the meanders were mapped using T-S information from historical cruises and it is obtained that the meander is a low-Rossby number (∼0.07) and low-Burger(∼0.06) number cyclone feature. Therefore, stretching vorticity seems to play a major role on the meandering dynamics and, consequently, baroclinic instability is the phenomenon primairily responsible for the cyclone growth. The low-Burger number also suggests that the meander dynamics is influenced by the topography. The two-dimensional EOF analysis conducted on the historical 28°S WOCE mooring transect from the 90s shows that the first sectional mode explains about 54% of the series variance and is related to the BC meandering. The amplitude of the cyclonic meander is roughly 200 km as it crosses the transect and the associated baroclinic vorticity wave period is typically 26 days. Finally, an idealized 2-layer Contour Dynamics model is constructed to isolate the baroclinic instability mechanism and to investigate the reasons for the growth and the southward phase speeds. The model\'s basic flow structure is built based on least-square fits of the observations averaged within the two layer\'s vertical extensions. The simulation showed that the meander evolve and grow due to the phase-locking of the slower lower layer relative to the faster upper layer. Also, the southward phase speed occurs as a direct consequence of the robust barotropic component acquired by the BC due to the southern branch of the Santos Bifurcation of the Antarctic Intemediate Water.

Denomina-se Sistema Corrente do Brasil (CB) ao sistema de correntes de contorno oeste formados pela CB, fluindo para sul-sudoeste, e Corrente de Contorno Intermediária (CCI), fluindo para norte-nordeste, associado aos meandros e vórtices. O sistema bordeja a margem continental brasileira sudeste ao longo de 1200-1800 m. A investigação da dinâmica das ondas baroclínicas de vorticidade superpostas ao Sistema Corrente do Brasil é conduzida através exclusivamente de análise de dados hidrográficos de dois cruzeiros de meso-escala (verão e inverno de 1993) do projeto Circulação Oceânica da Região Oeste do Atlântico Sul - COROAS, a componente brasileira do World Ocean Circulation Experiment - WOCE. Estes cruzeiros foram realizados na porção central do Embaiamento de São Paulo (\'23,5 GRAUS\' - \'27 GRAUS\'S). Objetivando-se a aplicação do Método Dinâmico, estimativa quantitativa de um Nível de Referência (NR) é conduzida comparando-se duas metodologias diferentes e independentes. A primeira utiliza o fato de que a CB transporta Água Tropical (AT) e Água Central do Atlântico Sul (ACAS) e de que a CCI transporta dominantemente Água Intermediária Antártica (AIA). Aplica-se então um Critério Termodinâmico, no qual a interface que separa ACAS e AIA é estimada para os dois cruzeiros via aplicação dos Teoremas de Shtokman. A outra metodologia consiste na obtenção de padrões verticais de velocidade baroclínica absoluta a partir de simulações numéricas com a versão seccional do Princenton Ocean Model - POM inicializados com 14 campos termohalinos interpolados a partir dos dados - é o Critério Dinâmico. Os dois critérios apresentam resultado médio que difere apenas cerca de 7 dbar um do outro. Assim, adota-se valor de 480 dbar como NR para os cálculos geostróficos como nível isobárico que demarca a interface média entre CB e CCI. Mapas de função de corrente geostrófica são gerados através de mapeamento objetivo. Tais mapas apresentam evidências inequívocas de que os ciclones e anticiclones, observados nos experimentos de verão e inverno de 1993, são estruturas de vórtices associadas a meandros do Sistema CB. Este aparecem como estruturas vorticais postadas em lados diametralmente opostos ao eixo da CB: ciclones no lado costeiro, e anticiclones no lado oceânico. A variação vertical das estruturas dos meandros e a existência de uma única inversão de sentido permite comprovar e concluir que são ondas baroclínicas de primeiro modo, corroborando especulações presentes na literatura. A construção de um modelo quase-geostrófico de duas camadas para um oceano não-viscoso no plano \'beta\' e de fundo plano permite a realização de análise de vorticidade potencial. Tal análise permite concluir que o campo de vorticidade básico devido à CB suplanta o planetário e que estas ondas baroclínicas são ondas que devem sua existência ao cisalhamento vertical e horizontal da corrente. A variação frontal em vorticidade potencial baroclínica do Sistema CB é de \'1,7x10 POT.-5 s POT. -1\'. A dominãncia do termo da vorticidade de estiramento, que responde por 60% da variação de vorticidade na frente, permite estabelecer que as ondas capturadas na malha hidrográfica são ondas longas dentro da classe de meso-escala. O princípio de conservação de vorticidade potencial é invocado numa análise que envolve a superposição dos campos de vorticidade potencial e função de corrente para a primeira camada. Esta análise apresenta tanto evidências robustas de propagação das ondas baroclínicas quanto indícios de crescimento do meandro ciclônico, ou seja, de processo de instabilidade. Face aos achados das análises anteriores, teoria linear e método das perturbações são utilizados para obter uma relação de dispersão para as ondas baroclínicas da CB. Esta relação é dependente da velocidade da CB e do gradiente de vorticidade potencial através da corrente / The Brazil Current System is formed by two western boundary currents that flow along the Southeast Brazil continental margin from surface to 1200-1800 m deep. These two currents are the southward-flowing Brazil Current (BC) and the northward-flowing Intermediate Western Boundary Current (IWBC). The investigation of the dynamics of the barociinic vorticity waves superimposed to the BC system is conducted in this work solely from hydrographic data anaiysis and manipulation from two oceanographic meso-scale surveys that were part of the COROAS Project, the Brazilian arm of the Worid Ocean Circulation Experiment. These two cruises sampled the central portion of the São Paulo Bight (23,5°- 27°S) in the summer and winter seasons of 1993. As it was intended to appiy the classical Dynamic Method to the data, a quantitative estimate of the reference levei (RL) is conducted through the comparison of two different and independent methodoiogies. The first uses the previous knowiedge that the BC transports Tropical Water and South Atlantic Central Water (SACW) as well as that the IWBC transports mainly Antarctic Intermediate Water (AAIW). This method, referred here as the Thermodynamic Criterion applies the Shtokman theorems to estimate the interface depth between SACW and AAIW. The second methodology, designated here as the Dynamic Criterion, consists of modeiing absolute baroclinic velocities for all 14 hydrographic transects using the sectional version of the Princeton Ocean Model. The results of the two methods differ oniy in 7 dbar and a RL of 480 dbar is adopted as to represent the average interface isobaric level between BC and IWBC in the following geostrophic calculations. Horizontal distributions of geostrophic stream function are generated using objective mapping. These distributions present unequivocal evidences of cyclonic and anticyclonic structures in both Summer and Winter 1993 cruises. These features are associated to meanders of the BC System. They are depicted in opposing sides of the current core. The cyclone is seen in the BC coastal side as the anticyclone is placed in its oceanic side. The vertical variation of these pattems with a single flow direction inversion confirms that these vortical features are part of a first baroclinic mode wave, which corroborates previous speculations found in the literature. In order to pursue a potential vorticity analysis, a data-derived two-layer quasi-geostrophic model is built assuming an invicid flat-bottomed ocean in the 3-plane. This analysis allowed to conclude that the basic vorticity field associated with both horizontal and vertical shear of the boundary currents are responsible for the baroclinic wave existence. The planetary vorticity gradient is one order of magnitude lower. The frontal variation in baroclinic potential vorticity is 1,7 x i0 s1. The dominance of the stretching vorticity, which accounts for 60% of the gradient variation, leads to classify these oscillatory motions as long meso-scale waves. The potential vorticity conservation principle is invoked on an analysis that consists of superimposing the first layer quasi-gesotrophic potential vorticity and geostrophic stream funtion maps. This analysis revealed that the baroclinic waves are propagating as well as evidences of meander growth, an indication of a possible geophysical instability mechanism, are seen. Given the findings of the previous analyses, linear theory and the perturbation method are used to derive a dispersion relation for the BC System first mode baroclinic waves. The wave frequency is function of the BC velocity as well as the potential vorticity cross-stream gradient.

From the Proceedings of the 1975 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 11-12, 1975, Tempe, Arizona / The importance of water resources and an increasing interest on improvement of out environment have identified the urgent need for methods to predict river response due to various changes resulting from proposed water resource planning. Fluvial geomorphology and hydraulic elements that are related to the interpretation and modeling of response to the problem are presented. Interpretation of alluvial rivers should be preceded by a qualitative analysis and information is presented which should be adequate to carry this out in most cases. This should be followed by a quantitative evaluation of channel response and water sediment routing using theory supplemented by physical and mathematical model studies of the system.