Evaluation of Two Numerical Wave Models with Inlet Physical Model

Evaluation of Two Numerical Wave Models with Inlet Physical Model
Author:
Publisher:
Total Pages: 14
Release: 2005
Genre:
ISBN:

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This paper evaluates the performance of two numerical wave models, GHOST and STWAVE, with measurements made in an idealized inlet physical model. The emphasis of this paper is on the overall performance of these models in coastal inlets. Both wave models are similar in that they employ a finite-difference method to solve the wave action conservation equation for the steady-state wave spectral transformation. However, these models differ in the computation of diffraction, reflection, wave breaking, and representation of the directional spectrum transformation. The models' performance is compared with a new set of physical model data for four different idealized inlet configurations. Wave height is measured in the physical model by a linear array of capacitance wave gauges, and wave direction is measured by a remote-sensing video-camera system. The comparison with data is presented as mean absolute relative errors of wave height and mean absolute difference of wave direction. Both wave models produced similar results, but neither could accurately describe waves observed in the physical model in inlets and near structures. The mean absolute relative error of wave height prediction from models was between 22 and 40% as compared with the measured data. The mean absolute error of wave direction estimates ranged from 5 to 12 degrees. Overall, wave direction estimates from GHOST in inlets and near structures compared slightly better with measurements.

Miscellaneous Paper

Miscellaneous Paper
Author:
Publisher:
Total Pages: 138
Release: 198?
Genre: Coasts
ISBN:

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Coastal Engineering Journal

Coastal Engineering Journal
Author:
Publisher:
Total Pages: 136
Release: 2009
Genre: Coast changes
ISBN:

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Coastal Engineering 2004 - Proceedings Of The 29th International Conference (In 4 Vols)

Coastal Engineering 2004 - Proceedings Of The 29th International Conference (In 4 Vols)
Author: Jane Mckee Smith
Publisher: World Scientific
Total Pages: 4836
Release: 2005-04-08
Genre: Science
ISBN: 9814480525

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This comprehensive and up-to-date volume contains 367 papers presented at the 29th International Conference on Coastal Engineering, held in Lisbon, Portugal, 19-24 September 2004. It is divided into five parts: waves; long waves, nearshore currents, and swash; sediment transport and morphology; coastal management, beach nourishment, and dredging; coastal structures. The contributions cover a broad range of topics including theory, numerical and physical modeling, field measurements, case studies, design, and management. Coastal Engineering 2004 provides engineers, scientists, and planners state-of-the-art information on coastal engineering and coastal processes.The proceedings have been selected for coverage in:

Comparison of Numerical and Physical Hydraulic Models, Masonboro Inlet, North Carolina

Comparison of Numerical and Physical Hydraulic Models, Masonboro Inlet, North Carolina
Author: D. Lee Harris
Publisher:
Total Pages: 204
Release: 1977
Genre: Hydraulic models
ISBN:

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Four models of Masonboro Inlet, North Carolina, have been developed in a program for assessing the value of models in investigating coastal inlet hydraulics problems. A distorted scale, fixed-bed physical model, a lumped parameter numerical model, and two two-dimensional numerical models were included in the study. Hydrodynamic equations which describe the two-dimensional flow in tidal inlets are developed in an appendix to this report. The Navier-Stokes equations are integrated vertically and time-averaged to form the governing equations for two-dimensional flow. This procedure eliminates a great deal of unnecessary detail about small-scale motions but retains terms descriptive of the interactions between small- and large-scale flow. A comparison of experimental results obtained with a physical model and calculations made with numerical models with the prototype records shows that, in general, the models simulate tidal height more satisfactorily than tidal current. Results obtained with one of the two-dimensional numerical models were much inferior to the results obtained with the other. The basic design of both two-dimensional numerical models was similar, but there were many subtle differences, indicating that a clear understanding of the modeling process is essential to success in modeling tidal flows.

GITI Report

GITI Report
Author: United States. Army. Corps of Engineers
Publisher:
Total Pages: 202
Release: 1977
Genre: Inlets
ISBN:

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