Models for wave height and the fraction of breaking waves were developed; the models employ a wave-by-wave approach, in which the shoaling, breaking and reforming of individual waves are calculated. The performance of the models calibrated with experimental data was not satisfied; the fractions of breaking waves estimated by the models were smaller than the values measured over troughs in the field. The models therefore were calibrated and verified with the field data. Furthermore, the validity of the models calibrated with the field data was confirmed by comparison with large-scale experiment data
Measurement of waves, and vertical and horizontal water particle velocities were made of spilling, p...
Functional design of low crested breakwaters requires an accurate prediction of wave transmission in...
This paper analyses experimental results from 2d and 3d model tests. The purpose was to derive a cri...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
In this work the author has experimented with three, two dimensionalscale models of a beach, compari...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
The paper in-depth describes the experimental set-up and the results obtained by some physical mode...
A process-based numerical model has been used to study nearshore hydrodynamics on barred beaches. A ...
Estimation of the wave height transformation of shoaling and breaking is essential for the nearshore...
The present report describes some of the results obtained during experiments in the Large Wave Flume...
The fraction of broken waves (Qb) is a fundamental variable in parametric wave height transformation...
In continuation of a recent companion paper (Skotner, C., Apelt, C.J., Application of a Boussinesq m...
An improved formulation to describe breaking wave energy dissipation is presented and incorporated i...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
This report describes two mathematical models which may be used for the prediction of wave effects b...
Measurement of waves, and vertical and horizontal water particle velocities were made of spilling, p...
Functional design of low crested breakwaters requires an accurate prediction of wave transmission in...
This paper analyses experimental results from 2d and 3d model tests. The purpose was to derive a cri...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
In this work the author has experimented with three, two dimensionalscale models of a beach, compari...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
The paper in-depth describes the experimental set-up and the results obtained by some physical mode...
A process-based numerical model has been used to study nearshore hydrodynamics on barred beaches. A ...
Estimation of the wave height transformation of shoaling and breaking is essential for the nearshore...
The present report describes some of the results obtained during experiments in the Large Wave Flume...
The fraction of broken waves (Qb) is a fundamental variable in parametric wave height transformation...
In continuation of a recent companion paper (Skotner, C., Apelt, C.J., Application of a Boussinesq m...
An improved formulation to describe breaking wave energy dissipation is presented and incorporated i...
A description is given of a model developed for the prediction of the dissipation of energy in rando...
This report describes two mathematical models which may be used for the prediction of wave effects b...
Measurement of waves, and vertical and horizontal water particle velocities were made of spilling, p...
Functional design of low crested breakwaters requires an accurate prediction of wave transmission in...
This paper analyses experimental results from 2d and 3d model tests. The purpose was to derive a cri...