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Analysis of the Tidal Range in the Sacramento San Joaquin Delta from 1857 to PresentSzlemp, Elena 01 June 2020 (has links) (PDF)
The Sacramento San Joaquin Delta has been highly altered by human activity since the mid-1800s from mining, agriculture, dredging, and urbanization. Did the resulting modifications to channel width, depth, and length alter tidal range in the Sacramento San Joaquin Delta?
In this study, archival tidal records were evaluated at many stations throughout the San Francisco Bay and Delta, with a focus on San Francisco, Rio Vista, Sacramento, and Stockton daily, monthly, and annual tidal ranges. Monthly and seasonally averaged tidal ranges were analyzed to determine seasonal changes. In addition, tidal range was compared to daily Delta discharge to consider the effects of river flow.
Results show that the spatial pattern of tidal amplitude through the San Francisco Bay and Delta system have changed since the mid-nineteenth century and the changes are consistent with human and climate change impacts on the Delta landscape. There is a general 7% increase in mean annual tidal range in San Francisco from 1860 to 2018. In Stockton, mean annual tidal range increased from 0.6 meters to 0.9 meters between 1908 and the 1930s but decreased approximately 9% from the 1930s to 2011. Mean annual tidal range in Sacramento increased from zero to 0.5 meters between 1890 and the late 1930s and then decreased by 50% through the early 2000s to approximately 0.25 meters. Lower tidal ranges in the early 1900s are consistent with the effects of hydraulic mining. Increased tidal ranges in the mid-20th century are consistent with dredging throughout the system. Recent decreases in tidal ranges are consistent with wetland restoration, increased water storage, and further modifications to the geometry and management of the Delta. A peak river flow shift from late spring/early summer to early spring has contributed to increased tidal range between February and June by 0.1 and 0.6 meters in San Francisco and Stockton, respectively. In Sacramento, the least decrease in tidal range between 1939 and the present occurred during spring months, due to the decrease in river discharge during this period.
Tides have recorded the history of environmental change within the highly altered San Francisco Bay and Sacramento San Joaquin system. While not as notable as similarly altered systems, the changes described here were most significant in Sacramento where mean annual tidal range has ranged between zero and 0.5 meters since 1890 and, for any discharge below 1,000 cubic meters per second, mean daily tidal range is higher from 1938 to 1939 than from 1997 to 2018. Change in tidal range implies potential change in tidal velocities, salinity intrusion dynamics, and flood risk within the system, especially in Sacramento.
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Coastal Enviroments And Processes In The Canadian Artic ArchipelagoTaylor, Robert 05 1900 (has links)
<p> The prime objective is to define and characterize the various
coastal environments in the Canadian Arctic Archipelago. The research,
Hhich utilizes both secondary source information and actual field
observations, takes into account coastal morphology, beach profile,
sediment types, sea ice conditions, tidal range, depth of the frost
table and wave energy. From a total of twelve coastal divisions based
on the criteria of coastal morphology, tidal conditions and length of
open water season, five have been chosen as t he basic coastal environ
ments of the Arctic Archipelago. They are as follows: the Arctic
Coastal Plain, the Ice Shelf, the Fiord environment, the High Straight
coastal environment, and the Ridge and Valley coastal environment.
Field observations within the last three environments provided
additional evidence for the divisions and observations on the beach
and nearshore characteristics at five selected locations. </p> / Thesis / Master of Science (MSc)
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Tidal range changes in the Delaware Bay : past conditions and future scenariosHall, George F. 21 May 2012 (has links)
Throughout the Holocene, appreciable changes in bathymetry are hypothesized to have resulted in large changes to tidal datums in coastal and estuarine areas. An understanding of tidal change is an important contribution to the knowledge of relative historical sea-level change and future coastal planning. To test this hypothesis, the Advanced Circulation (ADCIRC) model was used, with representative bathymetric grids based on glacial isostatic adjustment models and semi-empirical sea level rise predictions, in order to model the time-varying tidal behavior of the Delaware Bay. Model runs were conducted at various time slices between 10,000 years before present and 300 years into the future on high resolution grids that allowed for inundation moving forward in time. Open boundary tidal forcing was held constant in time to highlight the effect of the changing regional bathymetry. With each change in sea level, the shape of the Delaware Bay was considerably altered, leading to changes in the tides. Resonance and shallow water dissipation appeared to be the primary mechanisms behind these changes. Results showed that tidal ranges have nearly doubled in the upper Delaware Bay over the past 3000 years, while decreasing in the lower bay by 8%. Tidal range change represents a possible correction to past sea level rise estimates from the geologic record. Scenarios incorporating future sea level predictions primarily showed a small decrease in tidal range, potentially impacting future water levels and tidal sediment transport. Trends modeled were consistent with field measurements of relative change over similar time periods. / Graduation date: 2012
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Chenaux tidaux et dynamique des prés-salés en régime méga-tidal : approche multi-temporelle du siècle à l'événement de marée / Tidal channel and salt marsh dynamic in megatidal environment : multi-temporal approach from secular to tide event time scaleLeroux, Jérôme 19 December 2013 (has links)
Les prés-salés sont des interfaces complexes entre le milieu continental et maritime d'une grande importance environnementale. En contexte de changement climatique, ces zones vulnérables font maintenant l'objet d'une attention particulière. Cette étude porte sur la mesure et la compréhension de la dynamique des prés-salés soumis à un régime méga-tidal (marnage supérieur à 10 m), à travers l'étude de deux estuaires des côtes du Nord-Ouest de la France : l'estuaire du Couesnon en baie du Mont-Saint-Michel (MSM) et l'estuaire de la Somme. L'originalité de l'approche est de considérer une très large gamme d'échelles temporelles, depuis l'échelle séculaire jusqu'à l'événement de marée. A l'échelle séculaire, la mesure de l'évolution de la surface des prés salés en Baie de Somme, à partir de documents historiques et de photos aériennes, montre une évolution étonnamment similaire à celle de l'estuaire du Couesnon depuis la canalisation de la partie terminale de ces rivières au milieu du XIXème siècle. Après une phase de développement rapide des prés salés, une réduction concomitante des taux de croissance est observée dans les deux estuaires au début du XXème siècle. Nous proposons que l'augmentation du niveau marin à cette période soit responsable de cette réduction de croissance des prés-salés. L'analyse pluriannuelle des surfaces en baie de Somme met en évidence des périodes d'érosion des prés-salés résultant de la migration des chenaux tidaux à la frontière des prés-salés. Une étude sur 3 ans en baie du MSM a permis de caractériser le fonctionnement d'un chenal tidal sinueux en frontière des prés salés, grâce à des mesures topographiques inédites réalisées avec un Lidar terrestre haute résolution, combinées à des mesures hydro-sédimentaires. Des relevés journaliers durant les marées d'équinoxe de Septembre et de Mars ont mis en évidence une relation très non-linéaire entre érosion des berges et hauteur de marée. Cette relation est régie principalement par une forte augmentation des vitesses du courant lors du jusant. L'étude des taux d'accrétion dans la partie interne du méandre tidal a révélé l'importance de la présence de la végétation pionnière. Des lois empiriques de sédimentation et d'érosion en fonction de la hauteur de marée sont proposées. Il est montré que 6 % des marées les plus hautes de l'année sont responsables de 90 % de l'érosion des prés-salés par migration du chenal, alors que la sédimentation est dominée par les marées les plus fréquentes. Ces travaux mettent en évidence le rôle fondamental de la divagation des chenaux en marge des prés salés méga-tidaux. Leur dynamique est contrôlée principalement par les marées les plus importantes, dont la fréquence est régit par des cycles nodaux de 4,4 à 18,6 ans. Les données topographiques et hydro-sédimentaires inédites acquises durant ce travail de thèse fournissent des contraintes fortes pour le développement de modèle d'évolution des prés salés. / Salt marshes are complex interfaces between land and sea of high environmental values. Theses vulnerable landforms are now subjected to particular attention since they are very sensitive to sea level changes and storm events. This study focuses on salt marsh dynamic subjected to a mega-tidal range (higher than 10 m) that received less attention, through the study of two estuaries of the north-western coast of France: The Couesnon estuary in the Bay of Mont -Saint-Michel and the Somme estuary. The originality of this study is to consider a wide range of time scales, from the secular one to tide events. At secular time scale, we measure the evolution of salt marsh surfaces in the Somme bay, from historical documents and aerial photographs. The comparison with the Couesnon estuary reveals a surprisingly similar evolution of salt marsh extension, since the derivation and embankment of their main river in early mid XIXth century. After a period of rapid salt marsh extension, a concomitant reduction of growth rates is observed in both estuaries in the early XXth century. We propose that the increase in sea level rise during this period is responsible for the reduced growth of salt marshes. The pluriannual analysis highlights periods of erosion of salt marshes resulting from the tidal channels migration on salt marsh fringe. However, the pluriannual time scale does not capture the processes governing the dynamics of channel migration. This has motivated a 3 years study of a sinuous tidal channel located on the fringe of the marsh with the aim to understand its dynamics at daily to annual scales. We have acquired 36 high resolution topographic surveys with Terrestrial Laser Scanner. We used daily surveys during spring tides of various High Water Level (HWL) to analyze channel dynamics at tidal event timescales. Daily TLS measurements revealed a non-linear relationship between bank erosion and tidal height. This relationship is related to a sharp increase in flow velocities during the ebb (up to 2.2 m/s) for overmarsh tides. Spatially averaged accretion on the inner bend tends to increase linearly with HWL and is increased by a factor 2 during summer/autumn spring tides at the peak of pioneer vegetation development. We propose empirical laws of sedimentation and erosion depending on the tide height, which model that 6% of the highest tides of the year are responsible for 90 % of salt marsh erosion by channel migration, while sedimentation is dominated by frequent tides. These results highlight the need to incorporate the influence of vegetation on sedimentation rates as well as tidal migration processes in models of salt marsh dynamic in mega-tidal environment. Long term modeling should account for the highest tides of the year, that make tidal channel very sensitive to the nodal cycle (18.6 years) which controls the occurrence of the highest tides in mega-tidal environment.
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Konstrukční řešení reverzní vírové turbiny / Construction of reversible swirl turbineKosar, Jakub January 2020 (has links)
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.
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