subject:(Tidal inlets)

University of New South Wales

1. Morris, Bradley David. Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons.

Degree: Water Research Laboratory, 2010, University of New South Wales

URL: http://handle.unsw.edu.au/1959.4/45491 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8786/SOURCE02?view=true

► Ocean entrances to coastal lagoons are a complex, sensitive and important component of the coastal environment. They provide estuarine water exchange between inland waterways and… (more)

▼ Ocean entrances to coastal lagoons are a complex, sensitive and important component of the coastal environment. They provide estuarine water exchange between inland waterways and the open ocean, and are increasingly the focus of urban development. Coastal lagoons that are only intermittently connected to the ocean are particularly sensitive since during periods of closure water quality issues are exacerbated, along with the increased risk of flooding.Mechanical clearance was undertaken in 2006 at the ocean entrance to Narrabeen Lagoon, Sydney, Australia, which intermittently opens and closes with the ingress of marine sand into the entrance restricting water exchange between the estuary and the ocean. This `instantaneous reset' of the system provided a unique opportunity to monitor and quantify generic inlet sedimentation processes and mechanisms. An intensive data collection campaign was undertaken for two years following the clearance including video image data, hydrodynamic measurements and detailed morphological surveys of the lagoon entrance system.This data set was used to quantify the sediment ingress flux and pathways within the accreting flood-tide delta of the lagoon entrance. It was found that ingress of sand into the system proceeds via a rapid landward infilling process with the location of the divergence point of the flood tidal current, available accommodation space within the entrance system and the influence of storm events being the key factors in the evolving morphodynamics of this type of coastal lagoon system.Classic inlet stability criteria were applied at the study site and it was found that the uncertainties in the determination of key parameters coupled with issues arising from compatibility of spatial and temporal scales preclude their use at this type of system. An alternative criterion is proposed which is an index of the tendency of an inlet toward instability and closure that is based on the evolution of the principle tidal constituent.Potential impacts of climate change to intermittently open-closed coastal lagoons were investigated using a simple 1D numerical model. Results suggest that the opening duration can be anticipated to decrease, with sea level rise (rather than storm frequency/magnitude and longshore sediment supply) being the principle driver. Advisors/Committee Members: Turner, Ian, Water Research Laboratory, Faculty of Engineering, UNSW, Cox, Ron, Water Research Laboratory, Faculty of Engineering, UNSW.

Subjects/Keywords: Tidal inlets; Morphodynamics

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APA (6^th Edition):

Morris, B. D. (2010). Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/45491 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8786/SOURCE02?view=true

Chicago Manual of Style (16^th Edition):

Morris, Bradley David. “Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons.” 2010. Doctoral Dissertation, University of New South Wales. Accessed January 24, 2021. http://handle.unsw.edu.au/1959.4/45491 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8786/SOURCE02?view=true.

MLA Handbook (7^th Edition):

Morris, Bradley David. “Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons.” 2010. Web. 24 Jan 2021.

Vancouver:

Morris BD. Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons. [Internet] [Doctoral dissertation]. University of New South Wales; 2010. [cited 2021 Jan 24]. Available from: http://handle.unsw.edu.au/1959.4/45491 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8786/SOURCE02?view=true.

Council of Science Editors:

Morris BD. Infilling and sedimentation mechanisms at intermittently open-closed coastal lagoons. [Doctoral Dissertation]. University of New South Wales; 2010. Available from: http://handle.unsw.edu.au/1959.4/45491 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:8786/SOURCE02?view=true

2. Duong, T.M. Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology.

Degree: 2015, CRC Press/Balkema

URL: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/14203

► The coastal zones in the vicinity of tidal inlets, which are commonly utilized for navigation, sand mining, waterfront developments, fishing and recreation, are under particularly… (more)

Subjects/Keywords: climate change; tidal inlets

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APA (6^th Edition):

Duong, T. M. (2015). Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology. (Doctoral Dissertation). CRC Press/Balkema. Retrieved from http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/14203

Chicago Manual of Style (16^th Edition):

Duong, T M. “Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology.” 2015. Doctoral Dissertation, CRC Press/Balkema. Accessed January 24, 2021. http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/14203.

MLA Handbook (7^th Edition):

Duong, T M. “Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology.” 2015. Web. 24 Jan 2021.

Vancouver:

Duong TM. Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology. [Internet] [Doctoral dissertation]. CRC Press/Balkema; 2015. [cited 2021 Jan 24]. Available from: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/14203.

Council of Science Editors:

Duong TM. Climate change impacts on the stability of small tidal inlets; Dissertation, UNESCO-IHE Institute for Water Education, Delft and Delft University of Technology. [Doctoral Dissertation]. CRC Press/Balkema; 2015. Available from: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/14203

3. Salles, Paulo. Hydrodynamic controls on multiple tidal inlet persistence.

Degree: 2001, MIT and Woods Hole Oceanographic Institution

URL: http://hdl.handle.net/1912/3042

► The importance of the persistence of multiple inlets in coastal systems is fundamental for issues such as water quality, navigability, and beach/barrier stability. In long… (more)

▼ The importance of the persistence of multiple inlets in coastal systems is fundamental for issues such as water quality, navigability, and beach/barrier stability. In long embayments, having extended residence times, the stability of multiple inlets can be important for more efficient flushing and water exchange between the embayment and the ocean. Many approaches have been used to analyze inlet stability, but have focused on single rather than multiple tidal inlet systems, relying solely on measured data to describe and predict the behavior of tidal inlets and/or suggesting empirical stability relationships between inlet morphology and inlet/bay hydrodynamics. At present, the only multiple tidal inlet stability model available combines a linear analytical model for the flow and an empirical relationship for equilibrium, suggesting that multiple inlet systems are unstable and ultimately all inlets will close or, at best, one will remain open. Focusing on shallow multiple tidal inlet systems and in particular on Ria Formosa, a shallow coastal lagoon in the south of Portugal known to have maintained persistently multiple inlets in a historical time scale, the morphodynamic and hydrodynamic response to disturbances in the physical characteristics of the lagoon and inlets was studied through a) the analysis of historical data of the region, b) the analysis of tidal data (velocity and water surface elevation) collected in the study site, and c) through the numerical modeling of the system hydrodynamics under various inlet scenarios (using RMA-2V, a vertically averaged finite element model), with emphasis on the contribution of the hydrodynamic response (changes in tidal prism, residual discharge and current, sediment transport capacity, tidal distortion, and cross-sectional averaged maximum velocity) to maintain the multiple inlets open. The model results show that multiple tidal inlet systems can exhibit stable inlet configurations, and that the strong hydrodynamic interaction between inlets, as well as the non-linear distortion of the tide, play a major role in multiple inlet persistence. Some of the results and findings are specific to Ria Formosa, and others can be generalized and used to identify processes contributing to stability in shallow systems with multiple inlets servicing a single embayment.

Subjects/Keywords: Inlets; Tidal currents; Geomorphology

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APA (6^th Edition):

Salles, P. (2001). Hydrodynamic controls on multiple tidal inlet persistence. (Thesis). MIT and Woods Hole Oceanographic Institution. Retrieved from http://hdl.handle.net/1912/3042

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Salles, Paulo. “Hydrodynamic controls on multiple tidal inlet persistence.” 2001. Thesis, MIT and Woods Hole Oceanographic Institution. Accessed January 24, 2021. http://hdl.handle.net/1912/3042.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Salles, Paulo. “Hydrodynamic controls on multiple tidal inlet persistence.” 2001. Web. 24 Jan 2021.

Vancouver:

Salles P. Hydrodynamic controls on multiple tidal inlet persistence. [Internet] [Thesis]. MIT and Woods Hole Oceanographic Institution; 2001. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1912/3042.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Salles P. Hydrodynamic controls on multiple tidal inlet persistence. [Thesis]. MIT and Woods Hole Oceanographic Institution; 2001. Available from: http://hdl.handle.net/1912/3042

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

4. Speer, Paul E. Tidal distortion in shallow estuaries.

Degree: 1984, MIT and Woods Hole Oceanographic Institution

URL: http://hdl.handle.net/1912/8830

► The offshore tide becomes distorted as it propagates into shallow inlet/estuarine systems. Time asymmetries develop in the rise and fall of sea surface with consequent… (more)

▼ The offshore tide becomes distorted as it propagates into shallow inlet/estuarine systems. Time asymmetries develop in the rise and fall of sea surface with consequent time and magnitude asymmetries in tidal currents. Flood-dominant estuaries are characterized by longer falling tides and stronger flood currents while ebb-dominant estuaries have longer rising tides and stronger ebb currents. The asymmetries are reflected in the non-linear growth of harmonics and compound tides of the principal equilibrium tidal constituents. This dissertation consists of three papers which examine the development of tidal asymmetries in shallow estuarine systems: a study of the recent migration history of Nauset Inlet (MA), a shallow estuarine system located on Cape Cod; an analysis of the results of a series of field experiments conducted at Nauset; a numerical model study of the types of estuarine characteristics controlling tidal asymmetry. The analysis of field results focuses on sea surface measurements. Non-linear distortion of the tide at Nauset is characterized by the strong growth of harmonics and compound constituents particularly in the quarter-diurnal band. Phase relationships between the forced constituents and their parent produce a flood-dominant estuary. Numerical modeling of M2 tidal propagation in shallow estuarine channels utilizes the one-dimensional equations of motion. Shallow, frictionally dominated channels with moderate tidal flat area develop a flood-dominant asymmetry while deeper channels with extensive tidal flats develop an ebb-dominant asymmetry. Model results are supported by observations of tidal asymmetry in natural estuaries. Implications of non-linear tidal distortion on bedload and suspended material transport are profound. Flood-dominant estuaries tend to import sediment if the supply is adequate whereas ebb-dominant estuaries can flush entering sediment effectively. Over long time periods, flood-dominant estuaries may eventually fill. Ebb-dominant estuaries may represent more stable long-term configurations.

Subjects/Keywords: Tidal currents; Inlets; Estuarine oceanography

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APA (6^th Edition):

Speer, P. E. (1984). Tidal distortion in shallow estuaries. (Thesis). MIT and Woods Hole Oceanographic Institution. Retrieved from http://hdl.handle.net/1912/8830

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Speer, Paul E. “Tidal distortion in shallow estuaries.” 1984. Thesis, MIT and Woods Hole Oceanographic Institution. Accessed January 24, 2021. http://hdl.handle.net/1912/8830.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Speer, Paul E. “Tidal distortion in shallow estuaries.” 1984. Web. 24 Jan 2021.

Vancouver:

Speer PE. Tidal distortion in shallow estuaries. [Internet] [Thesis]. MIT and Woods Hole Oceanographic Institution; 1984. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1912/8830.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Speer PE. Tidal distortion in shallow estuaries. [Thesis]. MIT and Woods Hole Oceanographic Institution; 1984. Available from: http://hdl.handle.net/1912/8830

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

5. Kerisit, Arnaud. Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana.

Degree: MS, Earth and Environmental Sciences, 2018, University of New Orleans

URL: https://scholarworks.uno.edu/td/2527

► I assessed the composition of zooplankton communities at the three tidal inlets connecting Lake Pontchartrain to Lake Borgne and subsequently to the Gulf of… (more)

Subjects/Keywords: Zooplankton Communities; Lake Pontchartrain; Tidal Inlets; Zoea; Marine Biology

10 more images…

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APA (6^th Edition):

Kerisit, A. (2018). Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2527

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Kerisit, Arnaud. “Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana.” 2018. Thesis, University of New Orleans. Accessed January 24, 2021. https://scholarworks.uno.edu/td/2527.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Kerisit, Arnaud. “Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana.” 2018. Web. 24 Jan 2021.

Vancouver:

Kerisit A. Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana. [Internet] [Thesis]. University of New Orleans; 2018. [cited 2021 Jan 24]. Available from: https://scholarworks.uno.edu/td/2527.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kerisit A. Zooplankton Community Composition in Natural and Artificial Estuarine Passes of Lake Pontchartrain, Louisiana. [Thesis]. University of New Orleans; 2018. Available from: https://scholarworks.uno.edu/td/2527

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

6. Mendes, D. Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal.

Degree: 2015, RCAAP

URL: http://www.rcaap.pt/detail.jsp?id=oai:localhost:123456789/1007356

►

Este registo pertence ao Repositório Científico do LNEC

Na lagoa de Óbidos, as ondas e as correntes de maré induzem rápidas alterações morfológicas levando ao… (more)

Subjects/Keywords: Morphodynamic model; Dredging; Wave-induced processes; Tidal inlets; Transverse channels; Dredging equilibrium depth

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APA (6^th Edition):

Mendes, D. (2015). Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal. (Thesis). RCAAP. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:localhost:123456789/1007356

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Mendes, D. “Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal.” 2015. Thesis, RCAAP. Accessed January 24, 2021. http://www.rcaap.pt/detail.jsp?id=oai:localhost:123456789/1007356.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Mendes, D. “Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal.” 2015. Web. 24 Jan 2021.

Vancouver:

Mendes D. Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal. [Internet] [Thesis]. RCAAP; 2015. [cited 2021 Jan 24]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:localhost:123456789/1007356.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mendes D. Study of the hydrodynamics and morhodynamics of the Óbidos Lagoon, Portugal. [Thesis]. RCAAP; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:localhost:123456789/1007356

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Delft University of Technology

7. Rijkenberg, L. (author). Opening and closure of intermittently open natural inlets.

Degree: 2015, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:52e891f7-4588-4c18-bad4-0e4988d92f7c

► Tidal inlet systems are found all over the world. These highly dynamic coastal features can be classified into three main types wave-dominated, tide-dominated or river-dominated… (more)

▼ Tidal inlet systems are found all over the world. These highly dynamic coastal features can be classified into three main types wave-dominated, tide-dominated or river-dominated tidal inlet systems. A tidal inlet is described as an opening in the shoreline that provides a connection between the ocean and a bay and is maintained by tidal currents. Tidal inlet systems are the whole area of the near shore ocean, inlet and bay with river catchment area. Recently, Thuy (2013) developed a dimensionless hydraulic parameter tool to classify tidal inlet systems. The study focusses on wave-dominated tidal inlet systems and specifically the sub-class intermittently open natural inlets. The question arises if the intermittently open natural inlets can be distinct by use of the parameter. This type of sub-class has an alternately open or closed connection to the ocean, which is indicated by the word intermittently. A natural inlet is defined as an inlet with no other human interventions at the inlet entrance other than artificial breaching of the entrance berm when the lagoon water level exceeds a critical value. The distinction for the sub-class can be integrated into the wave-dominated classification parameter, therefore the overall objective is to make a contribution to the wave-dominated classification parameter of Thuy (2013) to make a more accurate classification for the sub-class intermittently open natural inlets. The overall objective is too extensive to be answered completely by only this study, therefore a specific objective is formulated. The specific objective is to predict the lagoon water level of intermittently open natural inlets forced by waves, tide and river discharge. The prediction of the lagoon water level will indicate the important forcing working on the inlet, while the entrance is in an open state. In total nine opening/closure events are found in the data and analysed. Data included, offshore wave climate, tidal water levels, lagoon water level and rainfall. To get a more accurate representation of the wave climate near the research sites, the offshore wave climate is adjusted to get the near shore wave climate. Based on the analysis the following main conclusion is found. The lagoon water level is a crucial parameter for prediction of the entrance state open or closed. Therefore, it is important to understand in which way the high waves will affect the elevation of the lagoon water level. Two analytical models are introduces to understand the forces that work on the open inlet. A basic energy equation, after Nielsen (2009), is the starting point of both models. The basic energy equation describes the river discharge and flood tide as inflow parameters, but the effect of waves is not taken into account. The first introduced model is the extended energy equation. The data analysis indicated that shore-normal waves are dominant during the elevation of the lagoon water level. The shore-normal wave forcing is introduced by means of a wave overwash discharge. The outcome of this model gives an… Advisors/Committee Members: Stive, M.J.F. (mentor), Nielsen, P. (mentor), Reniers, A.J.H.M. (mentor), Van Rooijen, A.A. (mentor), McCall, R.T. (mentor).

Subjects/Keywords: intermittently; tidal inlets; opening; closure; overwash; wave-dominated; New South Wales; Australia; natural inlet behaviour

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APA (6^th Edition):

Rijkenberg, L. (. (2015). Opening and closure of intermittently open natural inlets. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:52e891f7-4588-4c18-bad4-0e4988d92f7c

Chicago Manual of Style (16^th Edition):

Rijkenberg, L (author). “Opening and closure of intermittently open natural inlets.” 2015. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:52e891f7-4588-4c18-bad4-0e4988d92f7c.

MLA Handbook (7^th Edition):

Rijkenberg, L (author). “Opening and closure of intermittently open natural inlets.” 2015. Web. 24 Jan 2021.

Vancouver:

Rijkenberg L(. Opening and closure of intermittently open natural inlets. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:52e891f7-4588-4c18-bad4-0e4988d92f7c.

Council of Science Editors:

Rijkenberg L(. Opening and closure of intermittently open natural inlets. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:52e891f7-4588-4c18-bad4-0e4988d92f7c

Delft University of Technology

8. Van Lieshout, M.C. (author). Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques.

Degree: 1993, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:74efdd28-3d37-42c8-8181-b0560d215821

►

In this report a model has been derived to simulate morphological behaviour under tidal conditions. The model is based on the set of equations of… (more)

Subjects/Keywords: sediment transport; Coastal Morphology; tidal inlets

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APA (6^th Edition):

Van Lieshout, M. C. (. (1993). Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:74efdd28-3d37-42c8-8181-b0560d215821

Chicago Manual of Style (16^th Edition):

Van Lieshout, M C (author). “Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques.” 1993. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:74efdd28-3d37-42c8-8181-b0560d215821.

MLA Handbook (7^th Edition):

Van Lieshout, M C (author). “Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques.” 1993. Web. 24 Jan 2021.

Vancouver:

Van Lieshout MC(. Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques. [Internet] [Masters thesis]. Delft University of Technology; 1993. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:74efdd28-3d37-42c8-8181-b0560d215821.

Council of Science Editors:

Van Lieshout MC(. Morphodynamic computations under tidal conditions: A Survey of Simplified Solution Techniques. [Masters Thesis]. Delft University of Technology; 1993. Available from: http://resolver.tudelft.nl/uuid:74efdd28-3d37-42c8-8181-b0560d215821

Delft University of Technology

9. De Haas, M.J. (author). Tidal inlets on littoral drift shores.

Degree: 1999, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:83968ad0-69f4-42b1-990b-7700304a59c4

►

After consulting the "Department of Environment" in Australia it was suggested that an extensive generic study about Tidal Inlets on Littoral drift shores gives them… (more)

Subjects/Keywords: tidal inlets; littoral drift shores; stability

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APA (6^th Edition):

De Haas, M. J. (. (1999). Tidal inlets on littoral drift shores. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:83968ad0-69f4-42b1-990b-7700304a59c4

Chicago Manual of Style (16^th Edition):

De Haas, M J (author). “Tidal inlets on littoral drift shores.” 1999. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:83968ad0-69f4-42b1-990b-7700304a59c4.

MLA Handbook (7^th Edition):

De Haas, M J (author). “Tidal inlets on littoral drift shores.” 1999. Web. 24 Jan 2021.

Vancouver:

De Haas MJ(. Tidal inlets on littoral drift shores. [Internet] [Masters thesis]. Delft University of Technology; 1999. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:83968ad0-69f4-42b1-990b-7700304a59c4.

Council of Science Editors:

De Haas MJ(. Tidal inlets on littoral drift shores. [Masters Thesis]. Delft University of Technology; 1999. Available from: http://resolver.tudelft.nl/uuid:83968ad0-69f4-42b1-990b-7700304a59c4

Virginia Tech

10. Gibson, Glen R. An Analysis of Shoreline Change at Little Lagoon, Alabama.

Degree: MS, Geography, 2006, Virginia Tech

URL: http://hdl.handle.net/10919/33661

► In Alabama, the term "coastal shoreline" applies to the Gulf shoreline and the shorelines of estuaries, bays, and sounds connected to the Gulf of Mexico… (more)

Subjects/Keywords: Longshore Transport; Tidal Inlets; Shoreline Change

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APA (6^th Edition):

Gibson, G. R. (2006). An Analysis of Shoreline Change at Little Lagoon, Alabama. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33661

Chicago Manual of Style (16^th Edition):

Gibson, Glen R. “An Analysis of Shoreline Change at Little Lagoon, Alabama.” 2006. Masters Thesis, Virginia Tech. Accessed January 24, 2021. http://hdl.handle.net/10919/33661.

MLA Handbook (7^th Edition):

Gibson, Glen R. “An Analysis of Shoreline Change at Little Lagoon, Alabama.” 2006. Web. 24 Jan 2021.

Vancouver:

Gibson GR. An Analysis of Shoreline Change at Little Lagoon, Alabama. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10919/33661.

Council of Science Editors:

Gibson GR. An Analysis of Shoreline Change at Little Lagoon, Alabama. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/33661

11. Ajith,Joseph K. Strait dynamics of tropical tidal inlets.

Degree: 1996, Cochin University of Science and Technology

URL: http://dyuthi.cusat.ac.in/purl/3353

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The dynamics and associated stability analysis of tidal inlets situated on the southwest coast of India, namely Andhakaranazhi (90 45 J OO JJN and 760… (more)

Subjects/Keywords: Straits and Inlets,; tidal inlet dynamics,; Sigma-t

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APA (6^th Edition):

K, A. (1996). Strait dynamics of tropical tidal inlets. (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/3353

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

K, Ajith,Joseph. “Strait dynamics of tropical tidal inlets.” 1996. Thesis, Cochin University of Science and Technology. Accessed January 24, 2021. http://dyuthi.cusat.ac.in/purl/3353.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

K, Ajith,Joseph. “Strait dynamics of tropical tidal inlets.” 1996. Web. 24 Jan 2021.

Vancouver:

K A. Strait dynamics of tropical tidal inlets. [Internet] [Thesis]. Cochin University of Science and Technology; 1996. [cited 2021 Jan 24]. Available from: http://dyuthi.cusat.ac.in/purl/3353.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

K A. Strait dynamics of tropical tidal inlets. [Thesis]. Cochin University of Science and Technology; 1996. Available from: http://dyuthi.cusat.ac.in/purl/3353

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

12. Dissanayake, Pushpa Kumara. Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft.

Degree: 2011, Leiden: CRC Press/Balkema

URL: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/33369

► The research presented in this dissertation qualitatively investigates the morphodynamic response of a large tidal inlet/basin system to future relative sea level rise (RSLR) using… (more)

Subjects/Keywords: tidal inlets; sea level rise; morphodynamics; Waddenzee.; getijden.

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APA (6^th Edition):

Dissanayake, P. K. (2011). Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft. (Doctoral Dissertation). Leiden: CRC Press/Balkema. Retrieved from http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/33369

Chicago Manual of Style (16^th Edition):

Dissanayake, Pushpa Kumara. “Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft.” 2011. Doctoral Dissertation, Leiden: CRC Press/Balkema. Accessed January 24, 2021. http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/33369.

MLA Handbook (7^th Edition):

Dissanayake, Pushpa Kumara. “Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft.” 2011. Web. 24 Jan 2021.

Vancouver:

Dissanayake PK. Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft. [Internet] [Doctoral dissertation]. Leiden: CRC Press/Balkema; 2011. [cited 2021 Jan 24]. Available from: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/33369.

Council of Science Editors:

Dissanayake PK. Modelling morphological response of large tidal inlet systems to sea level rise; Proefschrift Technische Universiteit Delft. [Doctoral Dissertation]. Leiden: CRC Press/Balkema; 2011. Available from: http://cdm21063.contentdm.oclc.org/cdm/ref/collection/phd1/id/33369

University of Florida

13. Lovering, Jessica Loren. The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise.

Degree: PhD, Geology - Geological Sciences, 2013, University of Florida

URL: https://ufdc.ufl.edu/UFE0045202

► Morphologic evolution of tidal inlets depends on the ecogeomorphic behavior of the back-barrier basin, and exerts a strong influence on local shoreline response to sea… (more)

▼ Morphologic evolution of tidal inlets depends on the ecogeomorphic behavior of the back-barrier basin, and exerts a strong influence on local shoreline response to sea level rise. A tidal inlet channel acts as the principal valve for water and sediment exchange in a barrier system, but changes to back-barrier basin ecology, hypsometry, and flow network configuration can alter discharge conveyed through the inlet channel. We investigate the role of wetland vegetation on tidal inlet response to sea level rise with three approaches, each investigating a set of process linkages: (1) Marsh vertical accretion control on changes to the tidal prism, inlet channel cross-sectional area, and ebb shoal volumes due to sea level rise , (2) Feedbacks between marsh vertical accretion and sediment availability changes with sea level rise, controlled by alterations to the hydrodynamics in the back-barrier basin, and (3) the impact of marsh edge erosion on the tidal prism, inlet channel cross-sectional area, and ebb shoal volume. Tidal inlets communicate with the adjacent shoreline; Barrier islands, ebb and flood shoal complexes, and the contiguous wetlands act together as a sand sharing system. Alterations to one morphologic component will modify the entire budget of the system, leading to changes in the erosional-depositional patterns in local longshore sediment transport. Incorporating changes to wetland vegetation in the back-barrier basin is crucial to understanding how shorelines with barrier island systems will evolve under sea level rise worldwide. The first study investigates the role of initial marsh vertical accretion on changes to tidal prism, inlet channel cross-sectional area, and ebb shoal volume due to a rise in relative sea level. We investigate this phenomenon by applying a numerical hydrodynamic model, paired with empirically derived morphologic relationships, to an inlet system typical of a mixed-energy, tide dominated barrier island system. We consider two end-member, marsh accretion scenarios:(A) no vertical marsh accretion, wherein marsh islands become submerged,changing both the flooded basin area and the spatial pattern of tidal wave attenuation, and (B) a marsh accretion rate equal to the rate of sea level rise, wherein marsh tidal channels deepen but maintain their courses and the associated friction reduction leads to a more efficient tidal exchange between the ocean and back-barrier basin. Model results show a tidal prism increase for both scenarios, leading to increases in channel cross-sectional area and ebb shoal volumes. Under both marsh accretion scenarios, the mechanism of improved tidal exchange efficiency through channel deepening,produces increases of tidal prism that are similar in magnitude. Under conditions with no marsh accretion, an additional mechanism, namely the expansion of flooded basin area, further increases the magnitude of the tidal prism. Scenario A (no accretion) produced a tidal prism increase four times that of the increase calculated for scenario B (pace-keeping… Advisors/Committee Members: Adams, Peter N (committee chair), Martin, Ellen Eckels (committee member), Jaeger, John M (committee member), Hatfield, Kirk (committee member), Calantoni, Joseph (committee member).

Subjects/Keywords: Floods; Inlets; Marshes; Sea level; Sea level rise; Sediment transport; Sediments; Vegetation; Velocity; Wetlands; ecogeomorphology – inlet – level – morphology – sea – tidal – wetlands

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APA (6^th Edition):

Lovering, J. L. (2013). The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0045202

Chicago Manual of Style (16^th Edition):

Lovering, Jessica Loren. “The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise.” 2013. Doctoral Dissertation, University of Florida. Accessed January 24, 2021. https://ufdc.ufl.edu/UFE0045202.

MLA Handbook (7^th Edition):

Lovering, Jessica Loren. “The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise.” 2013. Web. 24 Jan 2021.

Vancouver:

Lovering JL. The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2021 Jan 24]. Available from: https://ufdc.ufl.edu/UFE0045202.

Council of Science Editors:

Lovering JL. The Role of Marsh Platform Morphology in the Geomorphic Response of Tidal Inlet Systems to Sea Level Rise. [Doctoral Dissertation]. University of Florida; 2013. Available from: https://ufdc.ufl.edu/UFE0045202

University of Lund

14. Nunes De Brito Junior, Almir. Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi.

Degree: 2020, University of Lund

URL: https://lup.lub.lu.se/record/caa04bde-1984-414e-b558-6fdeca5ec476 ; https://portal.research.lu.se/ws/files/78996406/Almir_Nunes_De_Brito_web.pdf

► Tidal inlets are narrow channels connecting coastal lagoons to the sea and in this way controlling the exchange of water while serving as navigational pathways.… (more)

▼ Tidal inlets are narrow channels connecting coastal lagoons to the sea and in this way controlling the exchange of water while serving as navigational pathways. These important components of the coast are also very dynamic environments, having their morphology determined by multiple sediment transport processes, making tidal inlets difficult to model. Expected future sea level rise imposes an added challenge to the management and maintenance of the inlets and also of the connected lagoons, in particular for poorly studied regions that often lack data to support more detailed morphological models. The present thesis advances the development of new numerical and analytical models to be used in preliminary studies and to serve as useful tools for qualitative and quantitative assessment of tidal inlet hydraulics and morphology. The study validated the developed approaches against a natural and dynamic inlet-lagoon system: the Mundaú Lagoon (northeastern Brazil). Furthermore, the research investigated internal processes of this lagoon that are affected by the flow through its inlet, such as the water exchange, during the critical dry season scenario, and the impacts of the tidal exchange on the lagoon salinity dynamics and population of its characteristic mussels. A semi-analytical approach was developed based on the classical Keulegan equations, resulting in a series of expressions in non-dimensional form, describing key characteristics of the inlet flow as the lagoon levels response to tides, tidal prism, and inlet velocities, having as the main independent variable the repletion coefficient. These flow expressions were then used in a sediment balance equation for the inlet evolution resulting in diagrams of inlet equilibrium for different scenarios related to inlet geometry configurations. The numerical model for the inlet morphology was applied in the Mundaú lagoon inlet long-term (decadal) and validated through schematic simulations and an application to a complex set of forcing conditions. In this way, the inlet evolution was estimated through the evolution of the inlet width, based on a geometrically similar idealization of the cross-section. The approach taken resulted in a satisfactory description of the inlet evolution through fast simulations and showing potential for long-term assessment of the inlet morphology. In conclusion, the developed models demonstrated the ability to reproduce the main characteristics of the inlet flow and morphological evolution, requiring only key information about the inlet and lagoon geometries as well as the main forcing. Furthermore, the fast execution times required by the numerical model is promising for applications in a probabilistic manner exploring multiple future scenarios

Subjects/Keywords: Engineering and Technology; Oceanography, Hydrology, Water Resources; Tidal inlets; Numerical modeling; Coastal lagoons; Mundaú Lagoon; Sururu; Sediment transport

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APA (6^th Edition):

Nunes De Brito Junior, A. (2020). Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/caa04bde-1984-414e-b558-6fdeca5ec476 ; https://portal.research.lu.se/ws/files/78996406/Almir_Nunes_De_Brito_web.pdf

Chicago Manual of Style (16^th Edition):

Nunes De Brito Junior, Almir. “Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi.” 2020. Doctoral Dissertation, University of Lund. Accessed January 24, 2021. https://lup.lub.lu.se/record/caa04bde-1984-414e-b558-6fdeca5ec476 ; https://portal.research.lu.se/ws/files/78996406/Almir_Nunes_De_Brito_web.pdf.

MLA Handbook (7^th Edition):

Nunes De Brito Junior, Almir. “Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi.” 2020. Web. 24 Jan 2021.

Vancouver:

Nunes De Brito Junior A. Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi. [Internet] [Doctoral dissertation]. University of Lund; 2020. [cited 2021 Jan 24]. Available from: https://lup.lub.lu.se/record/caa04bde-1984-414e-b558-6fdeca5ec476 ; https://portal.research.lu.se/ws/files/78996406/Almir_Nunes_De_Brito_web.pdf.

Council of Science Editors:

Nunes De Brito Junior A. Tidal Inlets Hydraulics and Morphological Modeling: An application to Mundaú Lagoon, Brazi. [Doctoral Dissertation]. University of Lund; 2020. Available from: https://lup.lub.lu.se/record/caa04bde-1984-414e-b558-6fdeca5ec476 ; https://portal.research.lu.se/ws/files/78996406/Almir_Nunes_De_Brito_web.pdf

University of New South Wales

15. Tooker, M. S. Frictional resistance characteristics of some N.S.W. tidal inlets.

Degree: Water Research Laboratory, 1983, University of New South Wales

URL: http://handle.unsw.edu.au/1959.4/56618 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:41052/SOURCE01?view=true

Subjects/Keywords: WRL Digitisation; Tidal inlets; Thesis Digitisation Program; WRL Thesis

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APA (6^th Edition):

Tooker, M. S. (1983). Frictional resistance characteristics of some N.S.W. tidal inlets. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56618 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:41052/SOURCE01?view=true

Chicago Manual of Style (16^th Edition):

Tooker, M S. “Frictional resistance characteristics of some N.S.W. tidal inlets.” 1983. Masters Thesis, University of New South Wales. Accessed January 24, 2021. http://handle.unsw.edu.au/1959.4/56618 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:41052/SOURCE01?view=true.

MLA Handbook (7^th Edition):

Tooker, M S. “Frictional resistance characteristics of some N.S.W. tidal inlets.” 1983. Web. 24 Jan 2021.

Vancouver:

Tooker MS. Frictional resistance characteristics of some N.S.W. tidal inlets. [Internet] [Masters thesis]. University of New South Wales; 1983. [cited 2021 Jan 24]. Available from: http://handle.unsw.edu.au/1959.4/56618 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:41052/SOURCE01?view=true.

Council of Science Editors:

Tooker MS. Frictional resistance characteristics of some N.S.W. tidal inlets. [Masters Thesis]. University of New South Wales; 1983. Available from: http://handle.unsw.edu.au/1959.4/56618 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:41052/SOURCE01?view=true

16. Leeuwen, Sonja Maria van. Tidal Inlet Systems: bottom pattern formation and outer delta development.

Degree: 2002, University Utrecht

URL: https://dspace.library.uu.nl/handle/1874/674 ; URN:NBN:NL:UI:10-1874-674 ; 1874/674 ; URN:NBN:NL:UI:10-1874-674 ; https://dspace.library.uu.nl/handle/1874/674

► Tidal inlet systems are found around the worlds coastline. They consist of a backbarrier lagoon or basin which is connected to the adjacent sea by… (more)

▼ Tidal inlet systems are found around the worlds coastline. They consist of a backbarrier lagoon or basin which is connected to the adjacent sea by means of a narrow strait. The basin is bounded by land and/or tidal watersheds. The motion in these systems is predominantly driven by tides (compared to other forcing agencies such as waves), examples are the inlets in the Dutch Wadden Sea. The focus of this thesis is on two aspects of tidal inlet systems: 1. the physics of morphological pattern formation in the inner basin and 2. the hydro- and morphodynamic interaction between the inner basin and outer sea, including the dynamics of the outer delta (or ebb-tidal delta). Values used in the thesis are representative for the Frisian Inlet system, located in the Dutch Wadden Sea. The results show that bottom patterns in the inner basin can form as free instabilities of the system. Both global patterns (channel/shoal patterns covering the whole basin) and local patterns (tidal sand bars near the entrance of the basin) were found. The latter are characterised by dominant advective sediment fluxes, whereas global patterns are found when advective and diffusive fluxes are of the same order of magnitude or when diffusive fluxes are dominant. Different physical mechanisms of pattern growth are described for each case. The advective transport of sediment is mainly due to transport of the tidally averaged concentration by the residual current. Analysis of the interaction between the basin and the outer sea shows that the residual water motion inside the basin is strongly influenced by a shore-parallel tidal wave in the outer sea. The effect of earth rotation is much less in this respect. The interaction of the current through the strait and the along-shore current causes asymmetries in the water motion but not in the erosion and deposition pattern. Therefore, long-term simulations were performed to study the morphological development of a recently formed inlet. The actual geometry of the Frisian Inlet (a double inlet system) is used here with a flat bottom topography. The Engelsmanplaat, situated between the two subsystems, is not included in the geometry. The results show the development of two distinct outer deltas and channels and shoals in the system. Apparently the width of the inlet allows for a double inlet systems, so that the Engelsmanplaat is not a necessary condition for the stability of the Frisian Inlet. Initially the two systems evolves symmetrically, but after some 200 years asymmetries can be observed both on the outer delta (orientation of the main channel and different sizes of the two outer deltas) and in the basin (faster development of the eastern system than the western one). As waves are not included in the forcings, this means that tides alone can cause a preferred orientation of the main channel on the outer delta.

Subjects/Keywords: tidal inlets; Wadden Sea; morphology; outer delta; sediment transport

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APA (6^th Edition):

Leeuwen, S. M. v. (2002). Tidal Inlet Systems: bottom pattern formation and outer delta development. (Doctoral Dissertation). University Utrecht. Retrieved from https://dspace.library.uu.nl/handle/1874/674 ; URN:NBN:NL:UI:10-1874-674 ; 1874/674 ; URN:NBN:NL:UI:10-1874-674 ; https://dspace.library.uu.nl/handle/1874/674

Chicago Manual of Style (16^th Edition):

Leeuwen, Sonja Maria van. “Tidal Inlet Systems: bottom pattern formation and outer delta development.” 2002. Doctoral Dissertation, University Utrecht. Accessed January 24, 2021. https://dspace.library.uu.nl/handle/1874/674 ; URN:NBN:NL:UI:10-1874-674 ; 1874/674 ; URN:NBN:NL:UI:10-1874-674 ; https://dspace.library.uu.nl/handle/1874/674.

MLA Handbook (7^th Edition):

Leeuwen, Sonja Maria van. “Tidal Inlet Systems: bottom pattern formation and outer delta development.” 2002. Web. 24 Jan 2021.

Vancouver:

Leeuwen SMv. Tidal Inlet Systems: bottom pattern formation and outer delta development. [Internet] [Doctoral dissertation]. University Utrecht; 2002. [cited 2021 Jan 24]. Available from: https://dspace.library.uu.nl/handle/1874/674 ; URN:NBN:NL:UI:10-1874-674 ; 1874/674 ; URN:NBN:NL:UI:10-1874-674 ; https://dspace.library.uu.nl/handle/1874/674.

Council of Science Editors:

Leeuwen SMv. Tidal Inlet Systems: bottom pattern formation and outer delta development. [Doctoral Dissertation]. University Utrecht; 2002. Available from: https://dspace.library.uu.nl/handle/1874/674 ; URN:NBN:NL:UI:10-1874-674 ; 1874/674 ; URN:NBN:NL:UI:10-1874-674 ; https://dspace.library.uu.nl/handle/1874/674

Delft University of Technology

17. Eelkema, M. Eastern Scheldt Inlet Morphodynamics.

Degree: 2013, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c

► In the south-western part of the Netherlands, the system of estuaries, tidal basins and islands called the Delta, has been shaped and studied by humans… (more)

Subjects/Keywords: Coastal Morphology; Tidal Inlets; Ebb-tidal delta; Eastern Scheldt; Oosterschelde; Storm Surge Barrier

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APA (6^th Edition):

Eelkema, M. (2013). Eastern Scheldt Inlet Morphodynamics. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c

Chicago Manual of Style (16^th Edition):

Eelkema, M. “Eastern Scheldt Inlet Morphodynamics.” 2013. Doctoral Dissertation, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c.

MLA Handbook (7^th Edition):

Eelkema, M. “Eastern Scheldt Inlet Morphodynamics.” 2013. Web. 24 Jan 2021.

Vancouver:

Eelkema M. Eastern Scheldt Inlet Morphodynamics. [Internet] [Doctoral dissertation]. Delft University of Technology; 2013. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c.

Council of Science Editors:

Eelkema M. Eastern Scheldt Inlet Morphodynamics. [Doctoral Dissertation]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; urn:NBN:nl:ui:24-uuid:72bfaa03-6359-4d21-95f3-e3676915213c ; http://resolver.tudelft.nl/uuid:72bfaa03-6359-4d21-95f3-e3676915213c

18. Ruijsscher, T.V. de. Morphodynamic evolution of double-inlet systems: a numerical model study.

Degree: 2015, Universiteit Utrecht

URL: http://dspace.library.uu.nl:8080/handle/1874/311131

► A vast amount of tidal inlet systems worldwide are multiple inlet tidal systems. Numerical modelling studies have been, however, mainly focussed on single inlet tidal… (more)

▼ A vast amount of tidal inlet systems worldwide are multiple inlet tidal systems. Numerical modelling studies have been, however, mainly focussed on single inlet tidal systems. Furthermore, some semi-analytical models suggest that multiple inlet tidal systems are not stable on geological timescales. In this thesis a numerical morphodynamic model is used to investigate whether double inlet tidal systems can subsist on longer timescales in an environment without waves, and what effect a different inlet spacing and artificial lowering of the bed have on sediment transport patterns and on the bed level profiles. It is found that when developing from an initially flat bottom, a channel-shoal network develops that has a similar structure as that observed in the Wadden Sea. The main channels in terms of net sediment transport are tilted downdrift in the basin, making the system more asymmetrical. After 185 yr of morphological evolution, the total eroded sediment and sediment transports in the basin reach a quasi-steady value, indicating the development of a steady double inlet system. However, a continuous import of sediment occurs, which is due to tidal asymmetry, but in the updrift inlet mainly due to the residual flow. In the basin a tidal watershed develops — separating the basin parts drained by each inlet — which is shifted downdrift as a result of the phase difference between the inlets. When the inlet spacing is increased, the main channels in terms of net sediment transport shift from a dominant direction away from the watershed to a dominant direction towards the watershed. The system imports sediment for all studied distances between the inlets, but for increasing inlet spacing, the import due to the residual flow increases, whereas the import due to tidal asymmetry decreases. Furthermore, the sediment transports of downdrift and updrift sub-system become more equal with increased inlet spacing, consequently the updrift sub-system becomes less dominant. Regarding the tidal watershed, its location shifts downdrift with increasing inlet spacing (due to the phase difference between the inlets), whereas it forms a less effective separation of the two sub-systems for a larger distance between the inlets. Finally, when the bed level is lowered artificially, almost no morphological changes occur in the proximity of the peak lowering, mainly caused by a decreased velocity due to mass continuity. The tidal prism in the updrift sub-basin increases, resulting in increased erosion of the updrift inlet. Counterintuitively, a lowering of the bed level causes a decreased sediment import. Advisors/Committee Members: Swart, H.E. de, Ridderinkhof, W..

Subjects/Keywords: tidal inlets; morphodynamics; sediment transport; tidal watershed; tidal asymmetry; numerical model; Delft3D

…that a double inlet tidal system can be morphodynamically stable (i.e., both inlets… …inlets depends on the tidal range and basin width. Besides semi-analytical models, also… …between basin, inlets and sea? And if so, do both inlets remain open? (d) Will a tidal… …sediment exchange between sea, inlets and basin, and formation of ebb-tidal deltas? (a)… …the two inlets on the net sediment transport patterns and tidal asymmetry? 4 CHAPTER 1…

11 more images…

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APA (6^th Edition):

Ruijsscher, T. V. d. (2015). Morphodynamic evolution of double-inlet systems: a numerical model study. (Masters Thesis). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/311131

Chicago Manual of Style (16^th Edition):

Ruijsscher, T V de. “Morphodynamic evolution of double-inlet systems: a numerical model study.” 2015. Masters Thesis, Universiteit Utrecht. Accessed January 24, 2021. http://dspace.library.uu.nl:8080/handle/1874/311131.

MLA Handbook (7^th Edition):

Ruijsscher, T V de. “Morphodynamic evolution of double-inlet systems: a numerical model study.” 2015. Web. 24 Jan 2021.

Vancouver:

Ruijsscher TVd. Morphodynamic evolution of double-inlet systems: a numerical model study. [Internet] [Masters thesis]. Universiteit Utrecht; 2015. [cited 2021 Jan 24]. Available from: http://dspace.library.uu.nl:8080/handle/1874/311131.

Council of Science Editors:

Ruijsscher TVd. Morphodynamic evolution of double-inlet systems: a numerical model study. [Masters Thesis]. Universiteit Utrecht; 2015. Available from: http://dspace.library.uu.nl:8080/handle/1874/311131

Universiteit Utrecht

19. Leeuwen, Sonja Maria van. Tidal Inlet Systems: bottom pattern formation and outer delta development.

Degree: 2002, Universiteit Utrecht

URL: http://dspace.library.uu.nl:8080/handle/1874/674

► Tidal inlet systems are found around the worlds coastline. They consist of a backbarrier lagoon or basin which is connected to the adjacent sea by… (more)

▼ Tidal inlet systems are found around the worlds coastline. They consist of a backbarrier lagoon or basin which is connected to the adjacent sea by means of a narrow strait. The basin is bounded by land and/or tidal watersheds. The motion in these systems is predominantly driven by tides (compared to other forcing agencies such as waves), examples are the inlets in the Dutch Wadden Sea. The focus of this thesis is on two aspects of tidal inlet systems: 1. the physics of morphological pattern formation in the inner basin and 2. the hydro- and morphodynamic interaction between the inner basin and outer sea, including the dynamics of the outer delta (or ebb-tidal delta). Values used in the thesis are representative for the Frisian Inlet system, located in the Dutch Wadden Sea. The results show that bottom patterns in the inner basin can form as free instabilities of the system. Both global patterns (channel/shoal patterns covering the whole basin) and local patterns (tidal sand bars near the entrance of the basin) were found. The latter are characterised by dominant advective sediment fluxes, whereas global patterns are found when advective and diffusive fluxes are of the same order of magnitude or when diffusive fluxes are dominant. Different physical mechanisms of pattern growth are described for each case. The advective transport of sediment is mainly due to transport of the tidally averaged concentration by the residual current. Analysis of the interaction between the basin and the outer sea shows that the residual water motion inside the basin is strongly influenced by a shore-parallel tidal wave in the outer sea. The effect of earth rotation is much less in this respect. The interaction of the current through the strait and the along-shore current causes asymmetries in the water motion but not in the erosion and deposition pattern. Therefore, long-term simulations were performed to study the morphological development of a recently formed inlet. The actual geometry of the Frisian Inlet (a double inlet system) is used here with a flat bottom topography. The Engelsmanplaat, situated between the two subsystems, is not included in the geometry. The results show the development of two distinct outer deltas and channels and shoals in the system. Apparently the width of the inlet allows for a double inlet systems, so that the Engelsmanplaat is not a necessary condition for the stability of the Frisian Inlet. Initially the two systems evolves symmetrically, but after some 200 years asymmetries can be observed both on the outer delta (orientation of the main channel and different sizes of the two outer deltas) and in the basin (faster development of the eastern system than the western one). As waves are not included in the forcings, this means that tides alone can cause a preferred orientation of the main channel on the outer delta.

Subjects/Keywords: Natuur- en Sterrenkunde; tidal inlets; Wadden Sea; morphology; outer delta; sediment transport

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APA (6^th Edition):

Leeuwen, S. M. v. (2002). Tidal Inlet Systems: bottom pattern formation and outer delta development. (Doctoral Dissertation). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/674

Chicago Manual of Style (16^th Edition):

Leeuwen, Sonja Maria van. “Tidal Inlet Systems: bottom pattern formation and outer delta development.” 2002. Doctoral Dissertation, Universiteit Utrecht. Accessed January 24, 2021. http://dspace.library.uu.nl:8080/handle/1874/674.

MLA Handbook (7^th Edition):

Leeuwen, Sonja Maria van. “Tidal Inlet Systems: bottom pattern formation and outer delta development.” 2002. Web. 24 Jan 2021.

Vancouver:

Leeuwen SMv. Tidal Inlet Systems: bottom pattern formation and outer delta development. [Internet] [Doctoral dissertation]. Universiteit Utrecht; 2002. [cited 2021 Jan 24]. Available from: http://dspace.library.uu.nl:8080/handle/1874/674.

Council of Science Editors:

Leeuwen SMv. Tidal Inlet Systems: bottom pattern formation and outer delta development. [Doctoral Dissertation]. Universiteit Utrecht; 2002. Available from: http://dspace.library.uu.nl:8080/handle/1874/674

University of South Florida

20. Tidwell, David K. Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida.

Degree: 2005, University of South Florida

URL: https://scholarcommons.usf.edu/etd/885

► Blind Pass, a heavily structured wave-dominated tidal inlet on the west central coast of Florida, has undergone substantial morphologic changes in the past 150 years.… (more)

▼ Blind Pass, a heavily structured wave-dominated tidal inlet on the west central coast of Florida, has undergone substantial morphologic changes in the past 150 years. Initially Blind Pass was a mixed-energy inlet. In 1848 a hurricane opened a new inlet to the north called Johns Pass, which captured a large portion of the tidal prism of Blind Pass. Since then Blind Pass migrated southward until it was structurally stabilized in 1937. The decreasing tidal prism resulted in significant inlet channel filling. The channel has been dredged 12 times since 1937. The present inlet is stabilized by two jetties and a series of seawalls. Detailed time-series field measurements of bathymetry and tidal flows were conducted between 2001 and 2004, after the last channel dredging in the summer of 2000. The measured depositional rate in the inlet channel approximately equals the net southward longshore transport rate. This suggests that the inlet has served as a trap for the southward longshore transport allowing negligible bypassing to the eroding downdrift beach. Most of the active sedimentation occurs on the northern side of the inlet. The sediment in the thalweg is largely coarse shell lag, indicating adequate sediment flushing by the ebbing tide. The cross-channel flow measurements revealed that ebb flow was approximately twice as high in the channel thalweg as compared with the rest of the channel. The flood flow was largely uniform across the entire inlet and dominated over the northern portion of the inlet due to the weak ebb flow there. This cross-channel flow pattern is crucial to the understanding of the sedimentation patterns in the Blind Pass channel. Two years after the last dredging the mouth has become shallow enough to induce wave breaking across the shoal area. Distinctive seasonal patterns of sedimentation were measured thereafter in the inlet channel, influenced by seasonal wave climate. The sedimentation is event driven from passage of cold fronts bringing elevated wave energy that accelerates the southward longshore transport. During normal conditions the sediment deposited in the mouth area is redistributed further into the inlet by the flood current combined with wave-driven current.

Subjects/Keywords: Hydrodynamics; Progradation; Microtidal; Morphodynamics; Tidal inlets; American Studies; Arts and Humanities

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APA (6^th Edition):

Tidwell, D. K. (2005). Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/885

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Tidwell, David K. “Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida.” 2005. Thesis, University of South Florida. Accessed January 24, 2021. https://scholarcommons.usf.edu/etd/885.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Tidwell, David K. “Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida.” 2005. Web. 24 Jan 2021.

Vancouver:

Tidwell DK. Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida. [Internet] [Thesis]. University of South Florida; 2005. [cited 2021 Jan 24]. Available from: https://scholarcommons.usf.edu/etd/885.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tidwell DK. Sedimentation Patterns and Hydrodynamics of a Wave-Dominated Tidal Inlet: Blind Pass, Florida. [Thesis]. University of South Florida; 2005. Available from: https://scholarcommons.usf.edu/etd/885

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Central Florida

21. Salisbury, Michael. The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004).

Degree: 2005, University of Central Florida

URL: https://stars.library.ucf.edu/etd/613

► Florida's Department of Transportation requires design storm tide hydrographs for coastal waters surrounding tidal inlets along the coast of Florida. These hydrographs are used as… (more)

▼ Florida's Department of Transportation requires design storm tide hydrographs for coastal waters surrounding tidal inlets along the coast of Florida. These hydrographs are used as open ocean boundary conditions for local bridge scour models. At present, very little information is available on the effect that tidal inlets have on these open coast storm tide hydrographs. Furthermore, current modeling practice enforces a single design hydrograph along the open coast boundary for bridge scour models. This thesis expands on these concepts and provides a more fundamental understanding on both of these modeling areas. A numerical parameter study is undertaken to elucidate the influence of tidal inlets on open coast storm tide hydrographs. Four different inlet-bay configurations are developed based on a statistical analysis of existing tidal inlets along the Florida coast. The length and depth of the inlet are held constant in each configuration, but the widths are modified to include the following four inlet profiles: 1) average Florida inlet width; 2) 100 meter inlet width; 3) 500 meter inlet width; and 4) 1000 meter inlet width. In addition, two unique continental shelf profiles are used to design the ocean bathymetry in the model domains: a bathymetry profile consistent with the west/northeast coast of Florida (wide continental shelf width), and a bathymetry profile similar to the southeast coast of Florida (narrow continental shelf width). The four inlet-bay configurations are paired with each of the bathymetry profiles to arrive at eight model domains employed in this study. Results from these domains are compared to control cases that do not include any inlet-bay system in the computational domain. The ADCIRC-2DDI numerical code is used to obtain water surface elevations for all studies performed herein. The code is driven by astronomic tides at the open ocean boundary, and wind velocities and atmospheric pressure profiles over the surface of the computational domains. Model results clearly indicate that the four inlet-bay configurations do not have a significant impact on the open coast storm tide hydrographs. Furthermore, a spatial variance amongst the storm tide hydrographs is recognized for open coast boundary locations extending seaward from the mouth of the inlet. The results and conclusions presented herein have implications toward future bridge scour modeling efforts. In addition, a hindcast study of Hurricane Ivan in the vicinity of Escambia Bay along the Panhandle of Florida is performed to assess the findings of the numerical parameter study in a real-life scenario. Initially, emphasis is placed on domain scale by comparing model results with historical data for three computational domains: an ocean-based domain, a shelf-based domain, and an inlet-based domain. Results indicate that the ocean-based domain favorably simulates storm surge levels within the bay compared to the other model domains. Furthermore, the main conclusions from the numerical parameter study are verified in the hindcast study: 1) the… Advisors/Committee Members: Hagen, Scott.

Subjects/Keywords: tidal inlets; hurricanes; storm surge; hydrographs; ADCIRC; finite elements; Civil Engineering; Engineering

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APA (6^th Edition):

Salisbury, M. (2005). The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004). (Masters Thesis). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/613

Chicago Manual of Style (16^th Edition):

Salisbury, Michael. “The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004).” 2005. Masters Thesis, University of Central Florida. Accessed January 24, 2021. https://stars.library.ucf.edu/etd/613.

MLA Handbook (7^th Edition):

Salisbury, Michael. “The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004).” 2005. Web. 24 Jan 2021.

Vancouver:

Salisbury M. The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004). [Internet] [Masters thesis]. University of Central Florida; 2005. [cited 2021 Jan 24]. Available from: https://stars.library.ucf.edu/etd/613.

Council of Science Editors:

Salisbury M. The Effect Of Tidal Inlets On Open Coast Storm Surge Hydrographs: A Case Study Of Hurricane Ivan (2004). [Masters Thesis]. University of Central Florida; 2005. Available from: https://stars.library.ucf.edu/etd/613

22. Spizale, Jordyn A. Geomorphic Evolution of Caminada Pass in Southeast Louisiana.

Degree: MS, Earth and Environmental Sciences, 2013, University of New Orleans

URL: https://scholarworks.uno.edu/td/1705

► Tidal inlets play a significant role in barrier island sustainability along the barrier islands of southern Louisiana. With increasing tidal prism, major changes are… (more)

Subjects/Keywords: tidal inlet; barrier island; Lafourche Barrier Islands; Barataria tidal inlets; Louisiana coastal processes; sediment dynamics; Geomorphology

…Abstract Tidal inlets play a significant role in barrier island sustainability along the barrier… …adjacent to the inlets. The purpose of this thesis is to examine how Caminada Pass, a tidal inlet… …Barataria tidal inlets; Louisiana coastal processes; sediment dynamics x Introduction Tidal… …Major controls on the morphology and characteristics of tidal inlets include: along shore and… …corresponding inlet cross sectional area. An important function of tidal inlets is to transport…

10 more images…

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APA (6^th Edition):

Spizale, J. A. (2013). Geomorphic Evolution of Caminada Pass in Southeast Louisiana. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1705

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Spizale, Jordyn A. “Geomorphic Evolution of Caminada Pass in Southeast Louisiana.” 2013. Thesis, University of New Orleans. Accessed January 24, 2021. https://scholarworks.uno.edu/td/1705.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Spizale, Jordyn A. “Geomorphic Evolution of Caminada Pass in Southeast Louisiana.” 2013. Web. 24 Jan 2021.

Vancouver:

Spizale JA. Geomorphic Evolution of Caminada Pass in Southeast Louisiana. [Internet] [Thesis]. University of New Orleans; 2013. [cited 2021 Jan 24]. Available from: https://scholarworks.uno.edu/td/1705.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Spizale JA. Geomorphic Evolution of Caminada Pass in Southeast Louisiana. [Thesis]. University of New Orleans; 2013. Available from: https://scholarworks.uno.edu/td/1705

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Florida

23. DelCharco, Michael James ( Dissertant ). Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida.

Degree: 1992, University of Florida

URL: https://ufdc.ufl.edu/UF00080458

The focus of this study was the flow patterns of a flood tide near an inlet. The objectives

Subjects/Keywords: Analytics; Coastal currents; Data models; Floods; Flow distribution; Inlets; Modeling; Ocean tides; Topography; Velocity; Jupiter Inlet (Fla); Tidal inlets – Florida; Jupiter Inlet ( local )

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APA (6^th Edition):

DelCharco, M. J. (. D. ). (1992). Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UF00080458

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

DelCharco, Michael James ( Dissertant ). “Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida.” 1992. Thesis, University of Florida. Accessed January 24, 2021. https://ufdc.ufl.edu/UF00080458.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

DelCharco, Michael James ( Dissertant ). “Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida.” 1992. Web. 24 Jan 2021.

Vancouver:

DelCharco MJ(D). Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida. [Internet] [Thesis]. University of Florida; 1992. [cited 2021 Jan 24]. Available from: https://ufdc.ufl.edu/UF00080458.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

DelCharco MJ(D). Tidal flood water withdrawal, with special reference to Jupiter Inlet, Florida. [Thesis]. University of Florida; 1992. Available from: https://ufdc.ufl.edu/UF00080458

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

McMaster University

24. Bryant, Edward Arnot. The Barrier Islands of Kouchibouguac Bay, New Brunswick.

Degree: MS, 1972, McMaster University

URL: http://hdl.handle.net/11375/17587

►

This study is concerned with a 29km long barrier island system along the New Brunswick coast of Kouchibouguac Bay. Over the past 150 years these… (more)

▼

This study is concerned with a 29km long barrier island system along the New Brunswick coast of Kouchibouguac Bay. Over the past 150 years these islands have been retreating shorewards and have been affected by storm wave action. The changes in the island configuration, the characteristics of the island topography and the seasonal variations in the beach profile suggests that these islands are similar to better known ones along the United States coastline. The sediment characteristics of these islands reveal that there is an interplay of wind and wave processes on the sands, an interplay that is constantly mixing beach, dune and lagoon sands. The dominant southwest winds in summer cause most of the beach and dune sands to take on the characteristics of wind affected sands while the fall and spring storms impart characteristics of wave deposition to the beach sands at these times. The sediment characteristics revealed seasonal changes in the islands but simulation modelling of the energy distribution of waves in the bay after wave refraction accounts for most of the long term change in the island configuration. This modelling emphasizes field work which revealed that not all parts of the islands are affected by the same storm waves. Nort-northeast waves have a better chance of affecting the southern part of the bay while more easterly approaching waves will only influence the northern part. Over a period of time form 1894 to 1964, wave refraction modelling also shows that much of the change in the configuration of South Beach can be accounted for by wave refraction over a changing offshore bathymetry. Storm wave action thus accounts for most of the change in island configuration but the change around the inlets is most likely dependent upon the ability of these inlets to maintain stability at all times. Richibucto Inlet has achieved a stable equilibrium between the strength of the tidal currents passing through the inlet and the amount of incoming longshore drift, so that its position has remained static over the last 30 years. It is unlikely that Blacklands Gully or Little Gully have achieved this stability.

Thesis

Master of Science (MS)

Advisors/Committee Members: McCann, S. B., Geography.

Subjects/Keywords: barrier island; Southern Gulf of St. Lawrence; shoreward retreat; dissection; sediment deposit; wave action; stability of the inlets; tidal cycle

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APA (6^th Edition):

Bryant, E. A. (1972). The Barrier Islands of Kouchibouguac Bay, New Brunswick. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17587

Chicago Manual of Style (16^th Edition):

Bryant, Edward Arnot. “The Barrier Islands of Kouchibouguac Bay, New Brunswick.” 1972. Masters Thesis, McMaster University. Accessed January 24, 2021. http://hdl.handle.net/11375/17587.

MLA Handbook (7^th Edition):

Bryant, Edward Arnot. “The Barrier Islands of Kouchibouguac Bay, New Brunswick.” 1972. Web. 24 Jan 2021.

Vancouver:

Bryant EA. The Barrier Islands of Kouchibouguac Bay, New Brunswick. [Internet] [Masters thesis]. McMaster University; 1972. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/11375/17587.

Council of Science Editors:

Bryant EA. The Barrier Islands of Kouchibouguac Bay, New Brunswick. [Masters Thesis]. McMaster University; 1972. Available from: http://hdl.handle.net/11375/17587

University of Florida

25. Waterhouse, Amy. Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales.

Degree: PhD, Coastal and Oceanographic Engineering - Civil and Coastal Engineering, 2010, University of Florida

URL: https://ufdc.ufl.edu/UFE0042315

► HYDRODYNAMICS OF TIDAL INLETS ON TIDAL AND SUBTIDAL TIMESCALES The hydrodynamics of inlets are studied using observational data as well as a simple analytical model… (more)

Subjects/Keywords: Acceleration; Bathymetry; Estuaries; Floods; Inlets; Intracoastal waterways; Ocean tides; Pressure gradients; Seas; Velocity; bathymetry, hydrodynamics, stratification, subtidal, tidal

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Waterhouse, A. (2010). Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0042315

Chicago Manual of Style (16^th Edition):

Waterhouse, Amy. “Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales.” 2010. Doctoral Dissertation, University of Florida. Accessed January 24, 2021. https://ufdc.ufl.edu/UFE0042315.

MLA Handbook (7^th Edition):

Waterhouse, Amy. “Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales.” 2010. Web. 24 Jan 2021.

Vancouver:

Waterhouse A. Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales. [Internet] [Doctoral dissertation]. University of Florida; 2010. [cited 2021 Jan 24]. Available from: https://ufdc.ufl.edu/UFE0042315.

Council of Science Editors:

Waterhouse A. Hydrodynamics of Tidal Inlets on Tidal and Subtidal Timescales. [Doctoral Dissertation]. University of Florida; 2010. Available from: https://ufdc.ufl.edu/UFE0042315

University of South Florida

26. Krock, Jennifer Rose. Historical Morphodynamics of John’s Pass, West-Central Florida.

Degree: 2005, University of South Florida

URL: https://scholarcommons.usf.edu/etd/731

► John’s Pass is a stable mixed-energy inlet located on a microtidal coast in Pinellas County, Florida. It is hydraulically connected to the northern portion of… (more)

▼ John’s Pass is a stable mixed-energy inlet located on a microtidal coast in Pinellas County, Florida. It is hydraulically connected to the northern portion of Boca Ciega Bay. Morphological analysis using a time-series of aerial photographs indicated that anthropogenic activities have influenced the evolution of the tidal deltas and adjacent shorelines at John’s Pass. Previous studies have documented the channel dimensions at the location of the existing bridge and calculated the tidal prism. A chronological analysis of these data yielded an increasing trend in the cross-sectional area at John’s Pass from 1873 to 2001. Anthropogenic activities occurring in Boca Ciega Bay impacting this trend begin in the 1920’s when Indian Pass, approximately 7 km north of John’s Pass, was artificially closed. Other significant events causing an increase or decrease in the crosssectional area at John’s Pass include dredging and filling in the bay, channel dredging at John’s Pass, and jetty construction. More recent data collected from a simultaneous current meter deployment at John’s Pass and Blind Pass were used to calculate the bay area serviced by each inlet resulting in an area serviced by John’s Pass being 1.8x104 km2 and 0.33x104 km2 serviced by Blind Pass. In comparison, Blind Pass captures 14 percent of the tidal prism that John’s Pass captures and John’s Pass captures 87 percent of the bay prism while Blind Pass captures 13 percent. Using the discharge equation and assuming the channel area was largely constant the tidal prism at John’s Pass was 1.07x107 m3 during the twenty-one day deployment. Based on a historical analysis of the tidal prism this study is within 40 percent of the tidal prism calculated by Mehta (1976) and Becker and Ross (2001) and within 20 percent of the tidal prism calculated by Jarrett (1976) and Davis and Gibeaut (1990). An analysis of the current meter time-series indicated that flood velocities in the channel were influenced by a frontal system passing through the study area during the deployment increasing the amount of potential sediment being deposited in the channel thalweg. The maximum ebb and flood-tidal velocities during the deployment were 143 cm/s and 115 cm/s, respectively. Morphological analysis of cross-sectional data from 1995 to 2004 indicated that sediment tends to accumulate along the northern portion of the channel. The channel thalweg tends to accumulate more sediment east of the bridge where wave energy is lower and currents are not as strong. An average net accumulation of 0.5 m per year was estimated along all seven cross-sections. Given the length and width of the surveyed channel, 610 m by approximately 150 m, the sediment flux through the inlet is approximately 45,800 m3 /yr along the channel thalweg. A small amount of sediment accumulation has occurred southwest of the bridge in response to channelized flood flows along the newly constructed jetty. An annual sediment budget was estimated for the John’s Pass inlet system using the beach profiles and inlet bathymetry data…

Subjects/Keywords: Tidal inlets; Inlet stability; Coastal geomorphology; Inlet modeling; West-Central Florida; American Studies; Arts and Humanities

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APA (6^th Edition):

Krock, J. R. (2005). Historical Morphodynamics of John’s Pass, West-Central Florida. (Thesis). University of South Florida. Retrieved from https://scholarcommons.usf.edu/etd/731

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Krock, Jennifer Rose. “Historical Morphodynamics of John’s Pass, West-Central Florida.” 2005. Thesis, University of South Florida. Accessed January 24, 2021. https://scholarcommons.usf.edu/etd/731.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Krock, Jennifer Rose. “Historical Morphodynamics of John’s Pass, West-Central Florida.” 2005. Web. 24 Jan 2021.

Vancouver:

Krock JR. Historical Morphodynamics of John’s Pass, West-Central Florida. [Internet] [Thesis]. University of South Florida; 2005. [cited 2021 Jan 24]. Available from: https://scholarcommons.usf.edu/etd/731.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Krock JR. Historical Morphodynamics of John’s Pass, West-Central Florida. [Thesis]. University of South Florida; 2005. Available from: https://scholarcommons.usf.edu/etd/731

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of British Columbia

27. Dunbar, Donald Stanley, 1953-. A numerical model of stratified circulation in a shallow-silled inlet.

Degree: PhD, Oceanography, 1985, University of British Columbia

URL: http://hdl.handle.net/2429/25571

► A numerical model has been developed for the study of stratified tidal circulation in Indian Arm - a representative inlet on the southern coast of… (more)

▼ A numerical model has been developed for the study of stratified tidal circulation in Indian Arm - a representative inlet on the southern coast of British Columbia. Equations for horizontal velocity, salt conservation, continuity, density (calculated as a linear function of salinity), and the hydrostatic approximation govern the dynamics. All equations have been laterally integrated under the assumption of negligible cross-inlet variability. The model is time dependent and includes nonlinear advective terms, horizontal and vertical turbulent diffusion of salt and momentum, and variations in width and depth. Provisions for surface wind stress and a flux of fresh water are also included, although neither was utilized in this study. An explicit finite difference scheme centred in both time and space was used to solve for the horizontal and vertical velocity components, salinity, and surface elevation on a staggered rectangular grid. A backward Euler scheme was used to suppress the computational mode. Tests using a semi-implicit scheme to solve the finite difference equations over realistic topography led to numerical instabilities at modest values of the time step - in spite of the unconditional stability criteria - suggesting that linear stability analysis may give misleading results for strongly nonlinear systems. Surface elevations calculated from tidal harmonic analysis and salinity timeseries derived from linearly interpolated CTD casts were prescribed at the open boundary. Initial and boundary conditions based on observations in Burrard Inlet and Indian Arm during the winter of 1974-75 were used to study the inlet's response to tidal forcing and to simulate the deep-water renewal that occurred during this period. Coefficients for the horizontal turbulent diffusion of momentum and salt were set equal to 10⁶ cm² s⁻¹. Reducing this value by a factor of two was found to have little impact on the solution. A further reduction to 10³ cm² s⁻¹ led to numerical instabilities under conditions of dense water inflow. The side friction term in the momentum balance was tuned to match calculated and observed dissipation rates in Burrard Inlet; leading to good agreement between the observed and calculated barotropic tide. Contour plots of tidal amplitudes and phases for model currents and salinities revealed a standing wave pattern for the K₁ and M₂ internal tides in Indian Arm; thus allowing for the possibility of resonance. A comparison of model results with vertical amplitude and phase profiles from harmonic analysis of Cyclesonde current meter timeseries at two locations in Indian Arm was consistent with this result. A least-squares fit was made of the vertical modal structure in the model to the complex tidal amplitudes. This led to calculations of the kinetic energy contained in each of the modes along the model inlet for the M₂ and K₁ constituents. Most of the energy was found to be contained in the barotropic and first baroclinic modes, with the latter dominating in the deep basin, and the former dominating near the…

Subjects/Keywords: Tidal currents – British Columbia – Indian Arm – Mathematical models; Stratified flow – Mathematical models; Inlets – British Columbia; Indian Arm (B.C.)

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APA (6^th Edition):

Dunbar, Donald Stanley, 1. (1985). A numerical model of stratified circulation in a shallow-silled inlet. (Doctoral Dissertation). University of British Columbia. Retrieved from http://hdl.handle.net/2429/25571

Chicago Manual of Style (16^th Edition):

Dunbar, Donald Stanley, 1953-. “A numerical model of stratified circulation in a shallow-silled inlet.” 1985. Doctoral Dissertation, University of British Columbia. Accessed January 24, 2021. http://hdl.handle.net/2429/25571.

MLA Handbook (7^th Edition):

Dunbar, Donald Stanley, 1953-. “A numerical model of stratified circulation in a shallow-silled inlet.” 1985. Web. 24 Jan 2021.

Vancouver:

Dunbar, Donald Stanley 1. A numerical model of stratified circulation in a shallow-silled inlet. [Internet] [Doctoral dissertation]. University of British Columbia; 1985. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2429/25571.

Council of Science Editors:

Dunbar, Donald Stanley 1. A numerical model of stratified circulation in a shallow-silled inlet. [Doctoral Dissertation]. University of British Columbia; 1985. Available from: http://hdl.handle.net/2429/25571

28. Harwood, Peggy Jean Walkington, 1943-. Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast.

Degree: MA, Geological Sciences, 1973, University of Texas – Austin

URL: http://hdl.handle.net/2152/20397

► Because the volume of flow through an inlet is proportional to the tidal range and the area of the tidal basin, Texas tidal inlets have… (more)

▼ Because the volume of flow through an inlet is proportional to the tidal range and the area of the tidal basin, Texas tidal inlets have some of the largest tidal basins relative to their entrance area of any inlet. Matagorda Bay at Pass Cavallo has an area of about 200 square miles, but only a mean diurnal tidal range of about 1.1 feet. From tide gage records the most important events modifying tidal currents in Pass Cavallo are the numerous wind tides each year that occur most frequently during the cooler months, November through May. Wind tides are most noticeable in Matagorda Bay because the astronomical tidal range is small, the fetch long (10-20 miles) and the depth only about 12 feet. Hurricanes and river floods that would raise water levels in Matagorda Bay by even 0.5 foot occur too infrequently to affect equilibrium conditions in the inlet. Pass Cavallo has passed through three time periods since 1856: 1856-1930, 1930-1965, and post 1965. Each time period was characterized by a different, and subsequently smaller tidal discharge, cross-sectional area and tidal channel length. The tidal discharge decreased between 1929 and 1935 when the Colorado River delta cut off part of east Matagorda Bay to reduce the tidal area of Matagorda Bay, and in 1965, the Matagorda Ship Channel was dredged across Matagorda Peninsula to reduce the volume of water passing through Pass Cavallo. Other features that changed with decreasing discharge, but remained stable during each time period, were the channel pattern, and location and shape of the Gulf bar and Pelican Island. During all three periods Pass Cavallo maintained stable cross-sectional shape, and tidal flow by-passing characteristics, except during the post 1965 when neither tidal flow by-passing nor bar by-passing were dominant. Since 1856 Pass Cavallo has remained geographically stable relative to its width. The axial trough has migrated southwestward about 1000 feet during the past 100 years – or about 1/9th the distance between Matagorda Peninsula and Matagorda Island. Shorelines adjacent to the inlet also have tended to move southwestward, but at a faster rate than the axial trough. Along the western side of the pass, shoreline erosion is related to jetties interrupting sediment transport southward from the western shoreline of Matagorda Bay, and to storms eroding the constructional beach extending northward from Matagorda Island. The modern flood delta at Pass Cavallo consists of a large, sandy platform, that is lobate into Espiritu Santo Bay with salt marsh, storm-tidal flats and tidal channels. The flood delta is located to the side of the channel pattern of Pass Cavallo, and appears to be active only during the high tides of hurricanes, tropical storms and "northers". There are three informal physiographic provinces on the flood delta, each one reflecting a different sediment supply and energy regime inherent in each bay and in the Gulf. 1) The Gulf of Mexico Province has the largest and best-developed intertidal beaches, surge channels, storm-tidal flats and… Advisors/Committee Members: Scott, Alan Johnson (advisor).

Subjects/Keywords: Fluvial geomorphology – Texas – Gulf Coast; Tides – Texas – Matagorda Bay; Tidal flats – Texas – Gulf Coast; Pass Cavallo (Tex.); Tidal basins – Texas – Matagorda Bay; Inlets – Texas – Gulf Coast

…proportional to the tidal range and the ar e a of th e tidal basin , Texas tidal inlets have some of… …INTRODUCTION Tidal inlets are studied by man in two time references . Within the short term, the… …span of a year or even 100 y ears , tidal inlets may form , mi grate , shoal or even close… …to some other Texas in lets . Tidal inlets respond t o a variety of hydrologic… …x28;Price , 1952) . For most of th ese large tidal inlets, the mai n chan nel or…

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APA (6^th Edition):

Harwood, Peggy Jean Walkington, 1. (1973). Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/20397

Chicago Manual of Style (16^th Edition):

Harwood, Peggy Jean Walkington, 1943-. “Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast.” 1973. Masters Thesis, University of Texas – Austin. Accessed January 24, 2021. http://hdl.handle.net/2152/20397.

MLA Handbook (7^th Edition):

Harwood, Peggy Jean Walkington, 1943-. “Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast.” 1973. Web. 24 Jan 2021.

Vancouver:

Harwood, Peggy Jean Walkington 1. Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast. [Internet] [Masters thesis]. University of Texas – Austin; 1973. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2152/20397.

Council of Science Editors:

Harwood, Peggy Jean Walkington 1. Stability and geomorphology of Pass Cavallo and its flood delta since 1856, central Texas coast. [Masters Thesis]. University of Texas – Austin; 1973. Available from: http://hdl.handle.net/2152/20397

University of Florida

29. Peene, Steven J., 1960- ( Dissertant ). Circulation and transport within a system of shallow, interconnected barrier island lagoons.

Degree: PhD, Coastal and Oceanographic Engineering, 1995, University of Florida

URL: https://ufdc.ufl.edu/UF00075476

► Data of water surface elevations, currents, winds, discharge and salinities collected throughout a system of interconnected shallow barrier island lagoons are analyzed to describe the… (more)

▼ Data of water surface elevations, currents, winds, discharge and salinities collected throughout a system of interconnected shallow barrier island lagoons are analyzed to describe the circulation and transport processes. In addition, a three-dimensional curvilinear model, representing the Sarasota Bay System, is calibrated to the data, tested for sensitivity and used to isolate the forcing mechanisms driving the flow. Spectral and harmonic analysis of the tides and currents quantified the distribution of energy across five frequency bands, the sub-tidal, diurnal, semi-diurnal, third diurnal and fourth diurnal. the analyses showed that the inlets and constrictions act as low pass filters for the tides reducing the semi-diurnal energies, while increasing the semi diurnal energy with the currents. The shift in current energy is driven by the change from rotational flow within the Gulf to more unidirectional flow. Currents within lagoons which recieve tidal forcing from opposite direction exhibit similar characteristics, such as increased residual flow energy, and equivalent distribution of energy between the semi-diurnal and diurnal. Regions which are forced more uni-directionally exhibit opposing characteristics. All regions no matter the depth exhibit some level of three-dimensionality in the currents, both in the short term and residual flows. Filtering of the winds, water levels, and current identified the driving mechanism for the residual fluctuation as Ekman Transport and local wind forcing. the Ekman Transport acts within the lower frequency bands (7 to 10 days) while the local wind forcing acts within higher band (3 to 4 days). The three dimensional numerical model is calibrated to the collected data by comparing the simulated energy distribution with those described above. The model accurately simulates the short term tides and currents and captures the general characteristics of the residual water level fluctuations and currents. The model is unable to accurately simulate the absolute transport of salinity but succeeds in capturing some of the general trends. Finally, a term by term analysis of the equations of motion identified the primary forcing mechanisms driving residual flow throughout the lagoons as wind and mean water surface gradients. The level of detail in the data analyses, the determination of the distribution of energies and forcing mechanisms, as well as the quantification of the model accuracy is largely unprecedented. This approach provides insight into the physics of the overall circulation and transport within the shallow lagoons as well as quantifying the capability of three-dimensional numerical models to simulate the complex flow patterns.

Subjects/Keywords: Bays; Inlets; Lagoons; Modeling; Ocean tides; Salinity; Sensors; Simulations; Surface water; Velocity; Tidal currents – Mathematical models – Florida – Sarasota Bay; Sarasota Bay ( local )

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Peene, Steven J., 1. (. D. ). (1995). Circulation and transport within a system of shallow, interconnected barrier island lagoons. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UF00075476

Chicago Manual of Style (16^th Edition):

Peene, Steven J., 1960- ( Dissertant ). “Circulation and transport within a system of shallow, interconnected barrier island lagoons.” 1995. Doctoral Dissertation, University of Florida. Accessed January 24, 2021. https://ufdc.ufl.edu/UF00075476.

MLA Handbook (7^th Edition):

Peene, Steven J., 1960- ( Dissertant ). “Circulation and transport within a system of shallow, interconnected barrier island lagoons.” 1995. Web. 24 Jan 2021.

Vancouver:

Peene, Steven J. 1(D). Circulation and transport within a system of shallow, interconnected barrier island lagoons. [Internet] [Doctoral dissertation]. University of Florida; 1995. [cited 2021 Jan 24]. Available from: https://ufdc.ufl.edu/UF00075476.

Council of Science Editors:

Peene, Steven J. 1(D). Circulation and transport within a system of shallow, interconnected barrier island lagoons. [Doctoral Dissertation]. University of Florida; 1995. Available from: https://ufdc.ufl.edu/UF00075476

Texas A&M University

30. Morton, Scott Jerome. Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation.

Degree: MS, ocean engineering, 2012, Texas A&M University

URL: http://hdl.handle.net/1969.1/ETD-TAMU-1980-THESIS-M892

Subjects/Keywords: ocean engineering.; Major ocean engineering.; Inlets - Texas - San Luis Pass - Mathematical models.; Tides - Texas - San Luis Pass - Mathematical models.; Hydrodynamics.; Shore protection.; Tidal currents - Texas - San Luis Pass.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Morton, S. J. (2012). Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1980-THESIS-M892

Chicago Manual of Style (16^th Edition):

Morton, Scott Jerome. “Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation.” 2012. Masters Thesis, Texas A&M University. Accessed January 24, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-1980-THESIS-M892.

MLA Handbook (7^th Edition):

Morton, Scott Jerome. “Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation.” 2012. Web. 24 Jan 2021.

Vancouver:

Morton SJ. Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1980-THESIS-M892.

Council of Science Editors:

Morton SJ. Tidal hydraulics of San Luis Pass, Texas: a field and numerical investigation. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1980-THESIS-M892

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