Distributions of run-up are calculated by assigning to each individual wave in an irregular wave train a run-up value according to Hunt's formula. The use of this formula permits a normalization of the run-up in such a way that the run-up distributions are independent of slope angle, mean wave height and mean wave period, Expressions arc derived for the probability density and the distribution function of the run-up and of the wave steepness for arbitrary joint distributions .of wave height and period. Explicit results are obtained for wind waves by assuming wave height and period squared to be jointly Rayleigh distributed with arbitrary degree of correlation. Empirical data from the laboratory are discussed, These lend support to some of t...
The run-up of waves is an important factor in the design of shore structures. It has been investigat...
The transformation ofrandom wave heights during shoaling, including waves breaking in the surf zone,...
This thesis has focussed on the validation of extreme wave and crest height distribution. The empiri...
Distributions of run-up are calculated by assigning to each individual wave in an irregular wave tra...
The results of several laboratory studies have been used to develop a method to estimate the wave ru...
Runup distributions were measured on a wide spectrum of sandy beaches on the coast of New South Wale...
A wave runrup height on a coastal structure with sloping face is one ofthe considerations in the pla...
In the design of coastal structures it is often necessary to calculate the levels to which waves wil...
Assessing the run-up arising from ocean waves as they reach a coastal or offshore structure is an i...
The main problem dealt with in this thesis is the calculation of certain effects caused by random wa...
Results from a comparative study of the joint distribution of surf parameter and wave period are pro...
Example problems and methods of data analysis, together with general observations, are given. Smooth...
Design criteria in ocean engineering, whether this is one in 50 years or one in 5000 years event, ar...
An important problem in ocean engineering is to find distributions for characteristic wave parameter...
The run-up of waves is an important factor in the design of shore structures. It has been investigat...
The run-up of waves is an important factor in the design of shore structures. It has been investigat...
The transformation ofrandom wave heights during shoaling, including waves breaking in the surf zone,...
This thesis has focussed on the validation of extreme wave and crest height distribution. The empiri...
Distributions of run-up are calculated by assigning to each individual wave in an irregular wave tra...
The results of several laboratory studies have been used to develop a method to estimate the wave ru...
Runup distributions were measured on a wide spectrum of sandy beaches on the coast of New South Wale...
A wave runrup height on a coastal structure with sloping face is one ofthe considerations in the pla...
In the design of coastal structures it is often necessary to calculate the levels to which waves wil...
Assessing the run-up arising from ocean waves as they reach a coastal or offshore structure is an i...
The main problem dealt with in this thesis is the calculation of certain effects caused by random wa...
Results from a comparative study of the joint distribution of surf parameter and wave period are pro...
Example problems and methods of data analysis, together with general observations, are given. Smooth...
Design criteria in ocean engineering, whether this is one in 50 years or one in 5000 years event, ar...
An important problem in ocean engineering is to find distributions for characteristic wave parameter...
The run-up of waves is an important factor in the design of shore structures. It has been investigat...
The run-up of waves is an important factor in the design of shore structures. It has been investigat...
The transformation ofrandom wave heights during shoaling, including waves breaking in the surf zone,...
This thesis has focussed on the validation of extreme wave and crest height distribution. The empiri...