In this study I assess spatial and temporal patterns of sediment deposition in Pecausett Pond, located along the tidal extent of the Connecticut River, in order to assess the role of tides in the transport and storage of sediment and associated contaminants within floodplain tidal ponds. Findings reveal that tidal ponds have significantly higher rates of sedimentation compared to neighboring marshes due to the fact that these ponds have more accommodation space and receive uninterrupted tidal exchange with the main river. Tidal tie channels introduce a pulse of suspended sediment and contaminants from the main river into these ponds each flood tide, with sedimentation rates fast enough to allow settling before the subsequent ebb tide can transport these sediments back to the main river (i.e. tidal pumping). Some studies performed on the tidal floodplain of the Connecticut River show high deposition rates and have attributed periods of high accumulation to anomalously high river discharge events. However, this project shows that tides are more likely the major mechanism responsible for transporting and storing sediment and associated contaminants at backwater sites located along the tidal floodplain. Deposition rates in this 3-4 m deep pond exceed 2 cm/yr. These rates are far too high to maintain equilibrium morphology for much longer. However, ground penetrating radar surveys from the study site reveal truncated stratigraphy common to erosional unconformities, which suggest that mechanisms for sediment remobilization and removal may exist. Periods of episodic erosion therefore may be helping to maintain the morphology in this shallow environment, and allow for the high rates of short-term deposition. Further, a sudden increase in percent inorganic potentially associated with the opening or clearance of the tie-channel is observed at a sediment depth approximately between 1.9 to 2.2 m. A radiocarbon date obtained below this transition is consistent with a significant drop in sedimentation prior to this tie-channel development. High rates of sedimentation in Pecausett Pond are therefore likely relatively recent phenomena, transpiring over the last few centuries following early colonization.

Bedrock islands add variation to the estuarine system that results in deviations from typical unconfined estuarine sediment transport patterns. Limited literature exists regarding the dynamics of seabed morphology, delta formation, sediment divergence patterns, and sedimentary facies classifications of non-fjordic bedrock confined systems. Such knowledge is critical to address coastal management concerns adequately. This research presents insights from the Skeena Estuary, a macrotidal estuary in northwestern Canada with a high fluvial sediment input (21.2-25.5 Mtyr-1). Descriptions on sub-environments, stratification, and sediment accumulation within the Skeena Estuary utilize HydroTrend model outputs of riverine sediment and discharge, Natural Resources Canada radiocarbon-dated sediment cores and grain size samples, and acoustic Doppler current profiler and conductivity-temperature-depth measurements from three field campaigns. Research findings delineate a fragmented delta structure with elongated mudflats and select areas of slope instability. Variations from well-mixed water circulation to lateral stratification, govern the slack tide flow transition and sediment transport pathways within seaward and landward passages of the estuary. Fostering a comprehensive understanding of bedrock confined estuary and delta systems has implications for the assessment of coastal management strategies, the productivity of ecological habitats, and the impacts of climate change within coastal areas. / Graduate

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.