Background: In humans, total body water volume and osmolality are tightly regulated by various homeostatic mechanisms, triggered by deviations in osmolality. Heat and exercise are two stressors, which in combination can cause dehydration, and an increase in fluid osmolality, contributing to health detriments, as well as deficits in aerobic exercise performance. However, it is unclear whether dehydration affects muscular strength. Deep-ocean mineral water has been shown to have benefits on various physiological and pathophysiological conditions, including aerobic performance and muscle strength. Objectives: The aims of this study were to examine any sex differences that may exist in response to dehydration of 3% of body mass, rehydration with various fluids, and the consequences of dehydration and rehydration on muscle power and hydration status. Design: We used a counterbalanced, crossover study design, in which subjects (n=17, 9 males vs 8 females) performed a dehydrating exercise protocol until achieving a 3% body mass loss, and then rehydrated with either deep-ocean mineral water (Deep), mountain spring water (Spring), or a carbohydrate-based sports drink (Sports). Subjects completed the protocol three times, with each subject receiving the rehydrating fluid in a different order to control for order effects. Saliva samples were collected throughout the protocol to measure osmolality, and muscle strength was measured by peak torque leg extension at baseline, post-exercise, and post-rehydration. Results: We found no differences between men and women in baseline or peak salivary osmolality, or in the exercise-induced increase in osmolality. Male subjects took less time to reach 3% body mass loss than females, and females demonstrated lower sweat rates than males. Salivary osmolality returned to baseline after rehydration, with the Deep group exhibiting a significantly more rapid return to baseline, for both sexes, compared to Sports and Spring. Males generated greater peak torque extension than females at baseline, while both males and females displayed a similar significant deficit in this measure following dehydration. Peak torque recovery post-rehydration was significantly affected by fluid designation and sex, and a significant difference was seen between the Deep and the Sports groups in females. Conclusions: Males reached 3% body mass loss faster than females, while dehydration resulted in increased salivary osmolality and muscle strength deficits similarly for males and females. Deep-ocean mineral water had a significant beneficial effect on hydration recovery, for both males and females, compared to the other fluids. Recovery of muscle strength after rehydration was affected by fluid and sex, with the main driver being females.

This Thesis explores the connectiveness of the West Florida Shelf’s various areas of economic and ecological importance by considering five case studies of varying dynamic forcing influences and time. The advection of water about the shelf moves nutrients and has a direct impact on the shelf’s ecology and the determination of whether or not the shelf will be oligotrophic at any given time or location. The case studies are analyzed both quantitatively and qualitatively after quasi-isopycnal particle trajectory calculations are completed for each. The findings support a combination of local and deep-ocean forcing being ideal for the maximum advection and opportunity for potential connectivity between areas of the shelf, and provide a solid guide for moving forward with a considerable ensemble of studies in the future to approach the question from a statistical perspective. The numerical scheme used to calculate the particle trajectories is a 4th order Runge-Kutta method. The scheme is investigated for it appropriateness and pitfalls as a backward trajectory calculation tool by direct comparison between forward trajectory calculations and attempting to replicate the result in the backward direction. The findings support that the more linear the trajectory and the more restrictive the dynamics acting upon a particle at any given location, the better the backward and forward replication will be, although it is still an approximation, much like any other iterative tool used for approximating a solution to an ordinary differential equation.

This study evaluated the impacts of shallow and deep open drains on groundwater levels and drain performance under varying climate scenarios and irrigation application rates. The MIKE SHE model used for this study is an advanced and fully spatially distributed hydrological model. Three drain depths, climates and irrigation application rates were considered. The drains depths included 0, 1 and 2 m deep drains. The annual rainfall and meteorological data were collected from study area from 1976 to 2004 and analysed to identify the typical wet, average and dry years within the record. Similarly three irrigation application rates included 0, 10 and 16 ML/ha-annum. All together twenty seven scenarios (3 drains depths, 3 climates and 3 irrigation application rates) were simulated. The observed soil physical and hydrological data were used to calibrate and validate the model. Mean square error (R[superscript]2) of the simulated and observed water table data varied from 0.7 to 0.87. Once validated the MIKE SHE model was used to evaluate the effectiveness of 1 and 2 metre deep drains. The simulated water table depth, unsaturated zone deficit, exchange between unsaturated and saturated zones, drain outflow and overland flow were used to analyse their performance. The modeling results showed that the waterlogging was extensive and prolonged during winter months under the no drainage and no irrigation scenario. In the wet climate scenario, the duration of water logging was longer than in the average climate scenario during the winter months. In the dry climate scenario no waterlogging occurred during the high rainfall period. The water table reached soil surface during the winter season in the case of wet and average climate. For the dry climate, the water table was about 0.9 metres below soil surface during winter. / One and 2 metre deep drains lowered the water table up to 0.9 and 1.8 metres in winter for the wet climate when there was no irrigation application. One metre deep drains proved effective in controlling water table during wet and average climate without application of irrigation water. One metre deep drains were more effective in controlling waterlogging a in wet, average and dry years when the irrigation application rate was 10 ML/ha-annum. With 16 ML/ha-annum irrigation application, 1 metre deep drains did not perform as efficiently as 2 metre deep drains in controlling the water table and waterlogging. In the dry climate scenario, without irrigation application, 1 metre deep drains were not required as there was not enough flux from rainfall and irrigation to raise the water table and create waterlogging risks. Two metre deep drains lowered the water table to greater depths in the wet, average and dry climate scenarios respectively when no irrigation was applied. They managed water table better in wet and average climate with 10 and 16 ML/ha-annum irrigation application rate. Again in the dry climate, without irrigation application 2 metre deep drains were not required as there was a minimal risk of waterlogging. The recharge to the groundwater table in the no drainage case was far greater than for the 1 and 2 metre deep drainage scenarios. The recharge was higher in case of 1 metre deep drains than 2 metre deep drains in wet and average climate during winter season. / There was no recharge to ground water with 1 and 2 metre deep drains under the dry climate scenarios and summer season without irrigation application as there was not enough water to move from the ground surface to the unsaturated and saturated zones. When 10 ML/ha-annum irrigation rate was applied during wet, average and dry climate respectively, 1 metre deep drains proved enough drainage to manage the recharge into the groundwater table with a dry climate. For the wet and average climate scenarios, given a 10 ML/ha-annum irrigation application rate, 2 metre deep drains managed recharge better than 1 metre deep drains. Two metres deep drains with a 10 ML/ha-annum irrigation application rate led to excessive drainage of water from the saturated zone in the dry climate scenario. Two metres deep drains managed recharge better with a 16 ML/ha-annum irrigation application rate in the wet and average climate scenarios than the 1 metre deep drains. Two metres deep drains again led to excessive drainage of water from the saturated zone in dry climate. In brief, 1 metre deep drains performed efficiently in the wet and average climate scenarios with and without a 10 ML/ha-annum irrigation application rate. One metre deep drains are not required for the dry climate scenario. Two metre deep drains performed efficiently in the wet and average climate scenarios with 16 ML/ha-annum irrigation application rate. Two metre deep drains are not required for the dry climate scenario.

International Telemetering Conference Proceedings / November 04-07, 1991 / Riviera Hotel and Convention Center, Las Vegas, Nevada / Recent advances in acoustic detection and array processing have led to a new, state of the art, Sonobuoy Missile Impact Location System (SMILS). This system was developed for the 4950th Test Wing by E-Systems and the Johns Hopkins University Applied Physics Laboratory to support ballistic missile testing in broad ocean areas. The hardware and software required to perform the SMILS mission were developed in two different areas: 1) The flight system, installed aboard the Advanced Range Instrumentation Aircraft (ARIA), which provides everything necessary to guide the aircraft to the target area of Deep Ocean Transponders (DOTs), deploy sonobuoys, recover signals from the sonobuoys, and to process the recovered signals. The sonobuoy positions and impact locations of reentry vehicles are determined aboard the aircraft in real-time by telemetering the acoustic signals sent from the sonobuoys via Radio Frequency (RF) link to the aircraft. These acoustic signals are also recorded on analog tape in the aircraft. 2) The Post Mission Analysis System (PMAS), located at the 4950th Test Wing, processes the analog tapes recorded by the aircraft to do more sophisticated Processing than that performed on the aircraft, providing higher resolution of impact times and positions. This paper addressees the theory of PMAS operation and the specific approach used to perform automated acoustic detection of both narrow and wide band acoustic signals. It also addressees the processing technique employed to determine sonobuoy navigation and impact scoring.

Acoustic Receiving Line Arrays are critical tools for measuring the acoustic properties of any oceanographic region. Vertical, horizontal, and combinations of the two array configurations allow us to measure acoustic propagation, bottom characteristics through inversion, and ambient noise. These properties are vitally important for effective implementation of any passive or active detection system in both shallow and deep water environments. Measurement systems must be designed with flexibility since the exact array design that yields the best signal processing results is not known prior to a survey. Flexibility, in this case, refers to large numbers of hydrophones, higher sample rates for greater bandwidth, and longer recording time to facilitate experimentation at each survey site. Repeated deployment and recovery of such a system demands a battery powered autonomous design that can be deployed and recovered from available research vessels at sea. Conventional deep ocean analog array cable designs, while power efficient, become physically challenging in size and weight when the sensor count exceeds 100 and array lengths remain in the 100s of meters. The purpose of this thesis is to detail the design, development, and testing of a pressure tolerant full ocean depth rated prototype acoustic line array with digital telemetry of all hydrophone data from the sensors to the recording system. The design is to support up to 300 hydrophones each with a maximum sample rate of 4 kHz and a per sensor power requirement of ¾ of a watt. Lower sensor counts will allow higher sample rates to be used based on available telemetry bandwidth. A single element of a line array was built and tested at the University of Texas at Austin Applied Research Laboratories and it was used to demonstrate real-time telemetry and recording of acoustic hydrophone data. / text

No description available.

The intrusion pathways and physical mechanisms associated with intrusions of cold, nutrient-rich South Atlantic Central Water (SACW) onto the continental shelf of the Espírito Santo Basin (ESB), off southeast Brazil (18°S-22°S), are investigated. The approach consists of analyses of a set of simplified, process-oriented, primitive-equation numerical models supported by the analyses of an independent, more realistic numerical model and available observations. The cross-isobath circulation is found to be strongly dominated by wind-driving, consistent with previous findings. In the model experiments, SACW enters the ESB shelf through two preferential pathways along the Tubarão Bight area (TB, 19.5°S-22°S). These pathways are found to be locations where an equatorward along-isobath pressure gradient force (PGFy∗) of ∼2 x 10-6 m s-2 develops in response to steady wind forcing. This equatorward PGFy∗ is essentially in geostrophic balance, and therefore induces onshore flow across the shelf edge and most of the shelf proper. The Brazil Current (BC) imparts an additional equatorward PGFy∗ on the shelf. The momentum budget reveals that the ageostrophic residue of the PGFy∗ is compensated mostly by momentum advection and bottom friction. Buoyancy arrest might be important under more intense SACW intrusion events, as suggested by the maximum observed values of the slope Burger number (0.32-0.92). Among the deep ocean forcing mechanisms considered, the intrinsic pycnocline uplifting effect of the BC seems to be responsible for ∼1.4°C colder upwelled water under steady, upwelling-favorable wind forcing, relative to a flat stratification scenario. The BC also seems to induce local intrusions by inertially overshooting the shelf edge, consistent with Rossby numbers of ∼0.3-0.5, as estimated for the area along the TB shelf edge. Finally, the planetary β-effect is also related to a background equatorward PGFy∗. In addition, the steady response of the continental shelf to a periodic (in the along-shelf direction) pressure forcing at the shelf edge is compared with the BC-forced primitive-equation numerical solutions. A simple Arrested Topographic Wave (ATW) analytical model is found to be successful in representing the general features of the numerical solutions. The cross-shelf e-folding scales of the cross-shelf velocity estimated from the numerical solutions agree in order of magnitude with the cross-shelf penetration scale q-1 = [-2r/(lfs)]½ = 10 km predicted by the ATW, where r is a linear bottom resistance parameter, l is the along-shelf wavenumber of the forcing at the shelf edge, f is the Coriolis parameter and s is the bottom slope. Furthermore, the use of quadratic bottom stress accounts for some of the relative increase in the numerical onshore penetration scales, which are predicted to be qquadratic-1 = [-2CD/(lfs)]½ [Ubot]½, where CD is a quadratic bottom friction parameter and Ubot is the near-bottom velocity magnitude. The kind of steady response to periodic deep ocean forcing examined here may provide insight into other continental shelves under the influence of western boundary currents. / Os caminhos e os mecanismos físicos associados ao fenômeno de intrusão da Água Central do Atlântico Sul (ACAS) na plataforma continental da Bacia do Espírito Santo (BES) ao largo da costa sudeste (18°S-22°S) são investigados nesta dissertação. A abordagem consiste da análise de experimentos numéricos de equações primitivas simplificados, combinados com a análise de um modelo numérico mais completo, e com análise de observações disponíveis. Conclui-se que a circulação na direção perpendicular às isóbatas é fortemente dominada pelo vento, de acordo com resultados pretéritos. Nos experimentos numéricos, a ACAS ingressa na plataforma da BES através de dois caminhos preferenciais de intrusão no Embaiamento de Tubarão (ET, 19,5°S-22°S). Estes caminhos de intrusão coincidem com áreas em que uma Força do Gradiente de Pressão na direção paralela às isóbatas (PGFy∗), com magnitude de ∼2 x 10-6 m s-2, se forma em resposta ao vento. A PGFy∗ se encontra essencialmente em balanço geostrófico, e impulsiona um escoamento na direção da costa. A Corrente do Brasil (CB) induz uma PGFy∗ adicional favorável à intrusão. O balanço de momentum revela que o resíduo ageostrófico da PGFy∗ é balanceado principalmente pela advecção de momentum e pelo atrito de fundo. O mecanismo de desligamento da camada de Ekman de fundo por empuxo (tradução livre de buoyancy arrest) pode ser importante em eventos mais intensos de intrusão de ACAS, em razão das estimativas do número de Burger de inclinação (tradução livre de slope Burger number) observado (0,32-0,92). O efeito de soerguimento da termoclina ligado à CB aparenta diminuir em ∼1,4 °C a temperatura da água que aflora em eventos de ressurgência costeira. A CB também parece produzir intrusões locais na borda da plataforma por efeitos inerciais, de acordo com as estimativas de ∼0,3-0,5 para o número de Rossby ao longo da borda da plataforma. Por fim, o efeito β planetário também é associado a uma PGFy∗ básica na direção do equador. Adicionalmente, a resposta estacionária da plataforma continental a um campo de pressão periódico ao longo da borda da plataforma é comparada com as soluções numéricas. Um simples modelo analítico do tipo Onda Topográfica Aprisionada (OTA, tradução livre de Arrested Topographic Wave) representa as características gerais das soluções numéricas. As escalas de decaimento Neperiano (e) na direção perpendicular à plataforma estimadas a partir das soluções numéricas são comparáveis à escala de penetração q-1 = [-2r/(lfs)]½ = 10 km prevista pela OTA, onde r é um coeficiente linear de atrito de fundo, l é o número de onda da forçante, f é o parâmetro de Coriolis e s é a inclinação do fundo. O uso de uma parametrização quadrática para o atrito de fundo prevê parte da diminuição da e. A escala de penetração quadrática é qquadratic-1 = [-2CD/(lfs)]½[Ubot]½, onde CD é um coeficiente quadrático de atrito de fundo e Ubot é a magnitude da velocidade próxima ao fundo. Este tipo de resposta estacionária da plataforma a uma forçante periódica ligada ao oceano profundo pode ajudar a elucidar processos físicos em outras plataformas continentais que se encontram sob a influência de correntes de limite oeste.

The intrusion pathways and physical mechanisms associated with intrusions of cold, nutrient-rich South Atlantic Central Water (SACW) onto the continental shelf of the Espírito Santo Basin (ESB), off southeast Brazil (18°S-22°S), are investigated. The approach consists of analyses of a set of simplified, process-oriented, primitive-equation numerical models supported by the analyses of an independent, more realistic numerical model and available observations. The cross-isobath circulation is found to be strongly dominated by wind-driving, consistent with previous findings. In the model experiments, SACW enters the ESB shelf through two preferential pathways along the Tubarão Bight area (TB, 19.5°S-22°S). These pathways are found to be locations where an equatorward along-isobath pressure gradient force (PGFy∗) of ∼2 x 10-6 m s-2 develops in response to steady wind forcing. This equatorward PGFy∗ is essentially in geostrophic balance, and therefore induces onshore flow across the shelf edge and most of the shelf proper. The Brazil Current (BC) imparts an additional equatorward PGFy∗ on the shelf. The momentum budget reveals that the ageostrophic residue of the PGFy∗ is compensated mostly by momentum advection and bottom friction. Buoyancy arrest might be important under more intense SACW intrusion events, as suggested by the maximum observed values of the slope Burger number (0.32-0.92). Among the deep ocean forcing mechanisms considered, the intrinsic pycnocline uplifting effect of the BC seems to be responsible for ∼1.4°C colder upwelled water under steady, upwelling-favorable wind forcing, relative to a flat stratification scenario. The BC also seems to induce local intrusions by inertially overshooting the shelf edge, consistent with Rossby numbers of ∼0.3-0.5, as estimated for the area along the TB shelf edge. Finally, the planetary β-effect is also related to a background equatorward PGFy∗. In addition, the steady response of the continental shelf to a periodic (in the along-shelf direction) pressure forcing at the shelf edge is compared with the BC-forced primitive-equation numerical solutions. A simple Arrested Topographic Wave (ATW) analytical model is found to be successful in representing the general features of the numerical solutions. The cross-shelf e-folding scales of the cross-shelf velocity estimated from the numerical solutions agree in order of magnitude with the cross-shelf penetration scale q-1 = [-2r/(lfs)]½ = 10 km predicted by the ATW, where r is a linear bottom resistance parameter, l is the along-shelf wavenumber of the forcing at the shelf edge, f is the Coriolis parameter and s is the bottom slope. Furthermore, the use of quadratic bottom stress accounts for some of the relative increase in the numerical onshore penetration scales, which are predicted to be qquadratic-1 = [-2CD/(lfs)]½ [Ubot]½, where CD is a quadratic bottom friction parameter and Ubot is the near-bottom velocity magnitude. The kind of steady response to periodic deep ocean forcing examined here may provide insight into other continental shelves under the influence of western boundary currents. / Os caminhos e os mecanismos físicos associados ao fenômeno de intrusão da Água Central do Atlântico Sul (ACAS) na plataforma continental da Bacia do Espírito Santo (BES) ao largo da costa sudeste (18°S-22°S) são investigados nesta dissertação. A abordagem consiste da análise de experimentos numéricos de equações primitivas simplificados, combinados com a análise de um modelo numérico mais completo, e com análise de observações disponíveis. Conclui-se que a circulação na direção perpendicular às isóbatas é fortemente dominada pelo vento, de acordo com resultados pretéritos. Nos experimentos numéricos, a ACAS ingressa na plataforma da BES através de dois caminhos preferenciais de intrusão no Embaiamento de Tubarão (ET, 19,5°S-22°S). Estes caminhos de intrusão coincidem com áreas em que uma Força do Gradiente de Pressão na direção paralela às isóbatas (PGFy∗), com magnitude de ∼2 x 10-6 m s-2, se forma em resposta ao vento. A PGFy∗ se encontra essencialmente em balanço geostrófico, e impulsiona um escoamento na direção da costa. A Corrente do Brasil (CB) induz uma PGFy∗ adicional favorável à intrusão. O balanço de momentum revela que o resíduo ageostrófico da PGFy∗ é balanceado principalmente pela advecção de momentum e pelo atrito de fundo. O mecanismo de desligamento da camada de Ekman de fundo por empuxo (tradução livre de buoyancy arrest) pode ser importante em eventos mais intensos de intrusão de ACAS, em razão das estimativas do número de Burger de inclinação (tradução livre de slope Burger number) observado (0,32-0,92). O efeito de soerguimento da termoclina ligado à CB aparenta diminuir em ∼1,4 °C a temperatura da água que aflora em eventos de ressurgência costeira. A CB também parece produzir intrusões locais na borda da plataforma por efeitos inerciais, de acordo com as estimativas de ∼0,3-0,5 para o número de Rossby ao longo da borda da plataforma. Por fim, o efeito β planetário também é associado a uma PGFy∗ básica na direção do equador. Adicionalmente, a resposta estacionária da plataforma continental a um campo de pressão periódico ao longo da borda da plataforma é comparada com as soluções numéricas. Um simples modelo analítico do tipo Onda Topográfica Aprisionada (OTA, tradução livre de Arrested Topographic Wave) representa as características gerais das soluções numéricas. As escalas de decaimento Neperiano (e) na direção perpendicular à plataforma estimadas a partir das soluções numéricas são comparáveis à escala de penetração q-1 = [-2r/(lfs)]½ = 10 km prevista pela OTA, onde r é um coeficiente linear de atrito de fundo, l é o número de onda da forçante, f é o parâmetro de Coriolis e s é a inclinação do fundo. O uso de uma parametrização quadrática para o atrito de fundo prevê parte da diminuição da e. A escala de penetração quadrática é qquadratic-1 = [-2CD/(lfs)]½[Ubot]½, onde CD é um coeficiente quadrático de atrito de fundo e Ubot é a magnitude da velocidade próxima ao fundo. Este tipo de resposta estacionária da plataforma a uma forçante periódica ligada ao oceano profundo pode ajudar a elucidar processos físicos em outras plataformas continentais que se encontram sob a influência de correntes de limite oeste.

Le niveau de la mer est une des variables climatiques essentielles dont la variabilité résulte de nombreuses interactions complexes entre toutes les composantes du système climatique sur une large gamme d'échelles spatiales et temporelles. Au cours du XXème siècle, les mesures marégraphiques ont permis d'estimer la hausse du niveau de la mer global entre 1,6 mm/an et 1,8 mm/an. Depuis 1993, les observations faites par les satellites altimétriques indiquent une hausse du niveau de la mer plus rapide de 3,3 mm/an. Grâce à leur couverture quasi-globale, elles révèlent aussi une forte variabilité du niveau de la mer à l'échelle régionale, parfois plusieurs fois supérieure à la moyenne globale du niveau de la mer. Compte tenu de l'impact très négatif de l'augmentation du niveau de la mer pour la société, sa surveillance, la compréhension de ses causes ainsi que sa prévision sont désormais considérées comme des priorités scientifiques et sociétales majeures. Dans cette thèse, nous validons d'abord les variations du niveau de la mer mesurées par la nouvelle mission d'altimétrie satellitaire, SARAL-AltiKa, en comparant les mesures avec celles de Jason- 2 et des marégraphes. Un autre volet de cette première partie de thèse a consisté à estimer les parts respectives des facteurs responsables des variations du niveau de la mer depuis 2003 en utilisant des observations issues de l'altimétrie satellitaire (missions altimétrique Jason-1, Jason-2 et Envisat), de la mission GRACE, et des profils de température et salinité de l'océan par les flotteurs Argo. Une attention particulière est portée à la contribution de l'océan profond non 'vue' par Argo. Nous montrons que les incertitudes dues aux approches du traitement des données et aux erreurs systématiques des différents systèmes d'observation nous empêchent encore d'obtenir des résultats précis sur cette contribution. Dans la deuxième partie de la thèse, en utilisant les données de reconstruction du niveau de la mer dans le passé, nous étudions la variabilité régionale du niveau de la mer et estimons sa hausse totale (composante régionale plus moyenne globale) de 1950 à 2009 dans trois régions vulnérables: l'océan Indien, la mer de Chine méridionale et la mer des Caraïbes. Pour les sites où l'on dispose de mesures du mouvement de la croûte terrestre par GPS, nous évaluons la hausse locale du niveau de la mer relatif (hausse du niveau de la mer totale plus mouvement de la croûte locale) depuis 1950. En comparant les résultats de ces trois régions avec une étude précédente sur le Pacifique tropical, nous constatons que le Pacifique tropical présente la plus forte amplitude des variations du niveau de la mer sur la période d'étude. Dans la dernière partie de la thèse, nous nous concentrons par conséquent sur le Pacifique tropical. Nous analysons les rôles respectifs de la dynamique océanique, des modes de variabilité interne du climat et du forçage anthropique sur les structures de la variabilité régionale du niveau de la mer du Pacifique tropical depuis 1993. Nous montrons qu'une partie importante de la variabilité régionale du niveau de la mer du Pacifique tropical peut être expliquée par le mouvement vertical de la thermocline en réponse à l'action du vent. En tentant de séparer le signal correspondant au mode de variabilité interne du climat de celui de la hausse régionale du niveau de la mer dans le Pacifique tropical, nous montrons également que le signal résiduel restant (c'est-à-dire le signal total moins le signal de variabilité interne) ne correspond probablement pas à l'empreinte externe du forçage anthropique. / Sea level is an integrated climate parameter that involves interactions of all components of the climate system (oceans, ice sheets, glaciers, atmosphere, and land water reservoirs) on a wide range of spatial and temporal scales. Over the 20th century, tide gauge records indicate a rise in global sea level between 1.6mm/yr and 1.8 mm/yr. Since 1993, sea level variations have been measured precisely by satellite altimetry. They indicate a faster sea level rise of 3.3 mm/yr over 1993-2015. Owing to their global coverage, they also reveal a strong regional sea level variability that sometimes is several times greater than the global mean sea level rise. Considering the highly negative impact of sea level rise for society, monitoring sea level change and understanding its causes are henceforth high priorities. In this thesis, we first validate the sea level variations measured by the new satellite altimetry mission, SARAL-AltiKa by comparing the measurements with Jason-2 and tide gauge records. We then attempt to close the global mean sea level budget since 2003 and estimate the deep ocean contribution by making use of observational data from satellite altimetry, Argo profiles and GRACE mission. We show that uncertainties due to data processing approaches and systematic errors of different observing systems still prevent us from obtaining accurate results. In the second part of the thesis, by making use of past sea level reconstruction, we study the patterns of the regional sea level variability and estimate climate related (global mean plus regional component) sea level change over 1950-2009 at three vulnerable regions: Indian Ocean, South China and Caribbean Sea. For the sites where vertical crustal motion monitoring is available, we compute the total relative sea level (i.e. total sea level rise plus the local vertical crustal motion) since 1950. On comparing the results from these three regions with already existing results in tropical Pacific, we find that tropical Pacific displays the highest magnitude of sea level variations. In the last part of the thesis, we therefore focus on the tropical Pacific and analyze the respective roles of ocean dynamic processes, internal climate modes and external anthropogenic forcing on tropical Pacific sea level spatial trend patterns since 1993. Building up on the relationship between thermocline and sea level in the tropical region, we show that most of the observed sea level spatial trend pattern in the tropical Pacific can be explained by the wind driven vertical thermocline movement. By performing detection and attribution study on sea level spatial trend patterns in the tropical Pacific and attempting to eliminate signal corresponding to the main internal climate mode, we further show that the remaining residual sea level trend pattern does not correspond to externally forced anthropogenic sea level signal. In addition, we also suggest that satellite altimetry measurement may not still be accurate enough to detect the anthropogenic signal in the 20 year tropical Pacific sea level trends.

This project had two primary goals: (1) to explore opportunities to further a deep-ocean vehicle’s reach using alternative pressure spheres, and (2) to implement an existing deep-ocean vehicle (lander) in active scientific research. I gained a greater understanding of the limitations and design choices made for existing pressure spheres using Finite Element Analysis (FEA). My simplified FEA model predicted sphere failure for the existing 30% Fiber Glass 70% Nylon injection molded spheres at an external pressure of 3,954psi or 2,690m ocean-depth (only a 7.38% error compared to the tested minimum failure depth), so I determined it a valid model. I also explored alternative designs and materials that could be used for pressure spheres in deep-sea applications. Existing pressure sphere models filled with an incompressible fluid failed at 12,670psi or 8,621m ocean-depth - over three times the depth of the same sphere filled with air. Next, I varied the sphere thickness of existing spheres to determine its impact on depth rating. While the increased thickness did provide an increase in depth rating, there were diminishing returns as the sphere was made thicker. I deemed both of these design options infeasible for our application. To consider the use of laminated composite spheres, the addition of an equatorial ring was required to manufacture O-ring seals safely and reliably. A simple cylindrical equatorial ring model using a stainless-steel ring had a predicted failure at 3,017psi or 2,053m ocean-depth. While this model predicted failure at 637m shallower than the sphere without the ring, it was the only ring material tested to reach the rated depth for the existing pressure spheres (2km), so I concluded stainless-steel is the best ring material. A spherical stainless-steel equatorial ring design was then analyzed which predicted failure at 3,915psi or 2,664m ocean-depth – only 8.3% less than the original sphere with no ring. Because of its successful performance and near identical results to the original model, I determined a stainless-steel spherical equatorial ring is the best option for laminated composite sphere sealing. Finally, I analyzed three different kinds of laminated composite pressure spheres: two carbon fiber and one fiber glass. Each laminate was designed to be quasi-isotropic and as close to 0.8” thick as possible to keep it consistent with the original sphere design. The sphere made of 584 Carbon Fiber with a lay-up of: [[-45/45/0/90]6]s was found to predict failure at 10,000psi or 6,804m ocean-depth, more than 2.5 times that of the original sphere. Next, a model made of 282 Carbon Fiber with a lay-up of: [[-45/45/0/90]11]s predicted failure at 9,242psi or 6,289m ocean-depth – more than 2.3 times as deep as the original pressure spheres. Lastly, a sphere of 7781 Fiber Glass with a lay-up of: [[-45/45/0/90]11]s predicted failure at 6,630psi or 4,511m ocean-depth – about two-thirds the depth of the 584 Carbon Fiber composite, but more than 1.6 times the depth of the original sphere. While real-life applications of these materials would include design modifications and manufacturing imperfections which would lower their maximum depth rating, these results are highly encouraging and show that all three materials could be viable options for future production. Additionally, through partnership with Dr. Crow White and his marine science undergraduate students, I completed numerous deployments for a Before and After Controlled Impact (BACI) study on the area of the proposed windfarm off the coast of Morro Bay, CA. Many modifications were made to the existing lander which enabled it to successfully be implemented in these studies including a new bait containment unit, light color filters, a GPS tracking device, and a large vessel recovery device. A total of 5 pier deployments and 3 boat deployments were conducted by my team over the course of 6-months. Planning for these deployments included accounting for budgeting, weather, permitting, and multi-organizational logistics while working with both NOAA and the Cal Poly marine operations staff.