[PDF][PDF] Wellenüberlaufströmung an Seedeichen: experimentelle und theoretische Untersuchungen

H Schüttrumpf - 2001 - d-nb.info
Wellenüberlaufströmung bei Seedeichen Page 1 Wellenüberlaufströmung bei Seedeichen
- Experimentelle und theoretische Untersuchungen - Vom Fachbereich für …

Wave runup on dikes with shallow foreshores

MRA Gent - Journal of waterway, port, coastal, and ocean …, 2001 - ascelibrary.org
Prototype measurements, physical model tests, and numerical model computations have
been performed and combined to study wave runup on dikes with shallow foreshores …

[HTML][HTML] Wave transmission at submerged coastal structures and artificial reefs

MRA van Gent, L Buis, JP van den Bos, D Wüthrich - Coastal Engineering, 2023 - Elsevier
Wave transmission at low-crested coastal structures has been studied, based on physical
model tests with trapezoidal impermeable, permeable and perforated structures. The …

Wave overtop** of sea dikes with very shallow foreshores

C Altomare, T Suzuki, X Chen, T Verwaest… - Coastal …, 2016 - Elsevier
Wave overtop** is one of the key parameters for designing coastal structures: the crest
level is usually determined using admissible overtop** discharges. Several formulae …

Prediction formula for the spectral wave period Tm-1, 0 on mildly slo** shallow foreshores

B Hofland, X Chen, C Altomare, P Oosterlo - Coastal Engineering, 2017 - Elsevier
During the last decades, the spectral wave period T m-1, 0 has become accepted as a
characteristic wave period when describing the hydraulic attack on coastal structures …

[HTML][HTML] Wave overtop** discharges at rubble mound breakwaters including effects of a crest wall and a berm

MRA van Gent, G Wolters, A Capel - Coastal Engineering, 2022 - Elsevier
Physical model tests have been performed to study wave overtop** at rubble mound
breakwaters, including breakwaters with a crest wall, breakwaters with a berm, and …

Numerical analysis of the interaction of irregular waves with two dimensional permeable coastal structures

NG Jacobsen, MRA van Gent, G Wolters - Coastal Engineering, 2015 - Elsevier
This paper will address the validation and application of a volume of fluid method for coastal
structures under the influence of normal incident irregular wave fields. Several physical …

[HTML][HTML] Benchmarking of numerical models for wave overtop** at dikes with shallow mildly slo** foreshores: Accuracy versus speed

CH Lashley, B Zanuttigh, JD Bricker… - … Modelling & Software, 2020 - Elsevier
Practitioners often employ diverse, though not always thoroughly validated, numerical
models to directly or indirectly estimate wave overtop** (q) at slo** structures. These …

Stability of rock slopes with shallow foreshores

MRA Van Gent, AJ Smale, C Kuiper - Coastal Structures 2003, 2003 - ascelibrary.org
The stability of rock slopes under wave attack is addressed in this paper. Physical model
tests have been conducted and analysed to obtain information on how to apply design …

Formulating wave overtop** at vertical and slo** structures with shallow foreshores using deep-water wave characteristics

CH Lashley, J Van der Meer, JD Bricker… - Journal of waterway …, 2021 - ascelibrary.org
The state-of-the-art formulas for mean wave overtop** (q) assessment typically require
wave conditions at the toe of the structure as input. However, for structures built either on …