Prediction of extreme and tolerable wave overtop** discharges through an advanced neural network
This paper presents an Artificial Neural Network (ANN) to predict the wave overtop**
discharge at coastal and harbour structures for a variety of wave conditions and complex …
discharge at coastal and harbour structures for a variety of wave conditions and complex …
[BOOK][B] Design and construction of berm breakwaters
J Van der Meer, S Sigurdarson - 2016 - books.google.com
Modern design of berm breakwaters began about thirty years ago. However, to date, there
has been a lack of a well-established, formal design methodology on berm breakwaters. The …
has been a lack of a well-established, formal design methodology on berm breakwaters. The …
A new formula for the sea state and structural parameters influencing the stability of homogeneous resha** berm breakwaters
The berm recession of a resha** berm breakwater has a very important role for the
stability of this kind of structure. Based on a 2D experimental modeling method in a wave …
stability of this kind of structure. Based on a 2D experimental modeling method in a wave …
A new formula for front slope recession of berm breakwaters
TL Andersen, HF Burcharth - Coastal engineering, 2010 - Elsevier
The front slope stability of breakwaters with a homogeneous berm was studied in a large
number of two dimensional model tests at Aalborg University, Denmark. The results are …
number of two dimensional model tests at Aalborg University, Denmark. The results are …
[BOOK][B] Dinamika pantai
N Hidayati - 2017 - books.google.com
Buku ini secara lugas membahas ruang lingkup dinamika pantai, dimulai dari konsep dasar
dinamika pantai, sedimen dan analisisnya, gelombang dan mekanisme perubahan garis …
dinamika pantai, sedimen dan analisisnya, gelombang dan mekanisme perubahan garis …
Three-dimensional investigations of wave overtop** on rubble mound structures
TL Andersen, HF Burcharth - Coastal Engineering, 2009 - Elsevier
To study the influence of wave obliquity and directional spreading on wave overtop** of
rubble mound breakwaters a total of 736 three-dimensional model tests were carried out at …
rubble mound breakwaters a total of 736 three-dimensional model tests were carried out at …
On berm breakwaters: Recession, crown wall wave forces, reliability
The paper reviews different formulae, Lykke Andersen (2006), Lykke Andersen and
Burcharth (2010), Tørum (2007) and Moghim et al.(2011), for recession of berm breakwaters …
Burcharth (2010), Tørum (2007) and Moghim et al.(2011), for recession of berm breakwaters …
[PDF][PDF] Wave overtop** at berm breakwaters in line with EurOtop
S Sigurdarson, JW van der Meer - Proc. 33rd Int. Conf. on Coastal …, 2012 - journals.tdl.org
The paper presents the development of a new overtop** formula for berm breakwaters.
Overtop** data from hydraulic model tests of berm breakwaters have been gathered and …
Overtop** data from hydraulic model tests of berm breakwaters have been gathered and …
Influence of toe berm geometry on stability of resha** berm breakwaters
Resha** berm breakwaters have been mainly designed and built for water depth less
than 20 m. In such conditions, a toe structure may be needed to reduce bottom settlements …
than 20 m. In such conditions, a toe structure may be needed to reduce bottom settlements …
Comparison of new large and small scale overtop** tests for rubble mound breakwaters
Many breakwaters are, due to functional requirements, designed for small wave overtop**
discharges. From the EC-research projects OPTICREST and CLASH it is known that …
discharges. From the EC-research projects OPTICREST and CLASH it is known that …