Development of a Predictive Model for Lake Erie Shoreline Stabilization Structures

Development of a Predictive Model for Lake Erie Shoreline Stabilization Structures PDF Author: Coastal Dynamics Incorporated
Publisher:
ISBN:
Category : Coast changes
Languages : en
Pages :

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Development of a Predictive Model for Lake Erie Shoreline Stabilization Structures

Development of a Predictive Model for Lake Erie Shoreline Stabilization Structures PDF Author: Coastal Dynamics Incorporated
Publisher:
ISBN:
Category : Coast changes
Languages : en
Pages :

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A Least-squares Approach to Improved Shoreline Modeling

A Least-squares Approach to Improved Shoreline Modeling PDF Author: Alok Srivastava
Publisher:
ISBN:
Category : Shorelines
Languages : en
Pages : 170

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Abstract: The primary objectives of this thesis are to develop and implement a quantitative method for predicting shoreline changes within reasonable temporal and spatial limits, and to better understand the processes controlling shoreline movement. A mathematical model for the prediction of future shorelines is developed for integration of the relevant spatio-temporal shoreline data to support continued analysis of on-going research in the coastal regions. This shoreline-erosion prediction model of Lake Erie can forecast shoreline changes in annual and 10-year increments. It was developed by using historical shoreline data of year 1973, 1990, 1994, and 2000 at Lake Erie provided and developed by NOAA, local government agencies and Mapping and GIS lab of the Ohio State University. The relationships among these previous shorelines are analyzed using a Least-Squares method. Erosion rates are then derived from shoreline changes. The research also involves method of acquiring, comparing, analyzing, and presenting historical shoreline positions for the Painesville region of the Lake Erie, Ohio. In this regard, a Geographic Information System (GIS) offers a potential platform to incorporate spatio-temporal characteristics, accuracy improvement, reliability and usefulness of the prediction model.

U.S. Geological Survey Professional Paper

U.S. Geological Survey Professional Paper PDF Author:
Publisher:
ISBN:
Category : Cliffs
Languages : en
Pages : 140

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Marine Research

Marine Research PDF Author:
Publisher:
ISBN:
Category : Marine biology
Languages : en
Pages : 764

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Formation, evolution, and stability of coastal cliffs : status and trends

Formation, evolution, and stability of coastal cliffs : status and trends PDF Author:
Publisher: DIANE Publishing
ISBN: 1428984054
Category : Cliffs
Languages : en
Pages : 129

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Marine Research, Fiscal Year 1968

Marine Research, Fiscal Year 1968 PDF Author: National Council on Marine Resources and Engineering Development (U.S.)
Publisher:
ISBN:
Category : Marine biology
Languages : en
Pages : 756

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Pennsylvania-Lake Erie Shoreline Protection Structures Study

Pennsylvania-Lake Erie Shoreline Protection Structures Study PDF Author: Wetland and Coastal Resources, Inc
Publisher:
ISBN:
Category : Coastal engineering
Languages : en
Pages : 102

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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 972

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Marine Research

Marine Research PDF Author: National Council on Marine Resources and Engineering Development (U.S.)
Publisher:
ISBN:
Category : Marine biology
Languages : en
Pages : 788

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Modelling Shoreline Evolution Over Multiple Time-scales

Modelling Shoreline Evolution Over Multiple Time-scales PDF Author: Jennifer Montano Munoz
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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In recent decades, research efforts to understand and predict beach evolution have increased since it is becoming clear that coastal erosion is likely to be exacerbated as a result of the intensification of storms and increased rates of sea level rise. The social and economic implications of changes along the beach are vast, hence the importance of developing predictive models. Despite the development of a variety of models based on different approaches to address shoreline evolution, the predictive capability of these models is still limited by an incomplete understanding of interactions between drivers and responses, and the different spatial and temporal scales at which they act. In general, traditional shoreline models (based on the equilibrium concept), have shown good performance at predicting shoreline changes from seasonal to multi-annual time-scales but still struggle to predict faster changes in the shoreline position. Therefore, a modi cation of one of the most popular shoreline evolution models (Yates et al., 2009) is introduced, showing good performance when predicting time-scales longer than seasonal but also the faster shoreline changes. The model was presented in a competition where 19 numerical models (a mix of established shoreline models and machine learning techniques) were tested at Tairua beach, New Zealand. The results showed that although traditional models and machine learning techniques had a good performance at reproducing the shoreline evolution during the 15 years of calibration, skill decreased during the 3 years of forecast prediction (unseen data). A model ensemble results in better performance than any individual model, accounting for uncertainties in model architecture. The study gave evidence of the difficulty in achieving reliable predictions over both short and long-term shoreline time-scales. For this reason, a new model approach based on the Complete Ensemble Empirical Mode Decom- position method is introduced and tested at two study sites (Narrabeen, Australia and Tairua, New Zealand). The new approach estimates the characteristic oscillations in the shoreline and drivers, allowing to predict the shoreline changes at individual time-scales, identifying the drivers with the largest contribution to shoreline change. Then the total shoreline position is predicted as the sum of all the significant time-scales. The approach is novel also because it uses as model drivers, sea level pressure fields and gradients, in addition to the more traditional bulk wave information. The new model displays better performance when compared to an established shoreline model. This approach bridges the short-term shoreline change driven by waves with longer-term changes driven by large-scale climate oscillations (e.g. El Ni~no Southern Oscillation). Finally, the new model approach was applied to a beach with an entirely different setting, Vougot beach, France. This beach is unique in many aspects: the large tidal range, the presence of o shore rocks, and the frequently observed dune erosion during storm events followed by resilience phases in between stormy winters, making the modelling extremely challenging. The dune/beach interactions were analysed throughout a centroid analysis in which the dominant beach change modes were identified The analysis allows to identify how the sediment contribution resulting from the dune erosion events `resets' the shoreline behavior. As a result, the shoreline oscillations at time-scales related to dune erosion and recovery events account for a large part of the explained variance. This methodology allows improving understanding of beach-dune interactions, and even more generally, prediction horizons at beaches where many processes operate and traditional approaches fail. Overall, the research provides useful insights to understand that in addition to the expected seasonal-annual shoreline changes caused by incident wave variability or long-term changes associated with longshore sediment transport, many other time-scales of change may co-exist and have significant impacts on shoreline evolution and its prediction.