Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hydraulic stability of reshaping berm breakwaters using the wave momentum flux parameter
Abstract An empirical new berm recession formula is derived based on the assumption that the maximum wave force causing armor movement and berm recession is proportional to the maximum wave momentum flux near the structure toe. This concept introduces a more physics-based first principles approach to estimate the berm recession. Recession seems well predicted by the new formula for reshaping berm breakwaters. The results from this formula show a better estimation than earlier formulae used for estimating the berm recession.
Hydraulic stability of reshaping berm breakwaters using the wave momentum flux parameter
Abstract An empirical new berm recession formula is derived based on the assumption that the maximum wave force causing armor movement and berm recession is proportional to the maximum wave momentum flux near the structure toe. This concept introduces a more physics-based first principles approach to estimate the berm recession. Recession seems well predicted by the new formula for reshaping berm breakwaters. The results from this formula show a better estimation than earlier formulae used for estimating the berm recession.
Hydraulic stability of reshaping berm breakwaters using the wave momentum flux parameter
Moghim, Mohammad Navid (Autor:in) / Alizadeh, Fariborz (Autor:in)
Coastal Engineering ; 83 ; 56-64
04.10.2013
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Hydraulic stability of reshaping berm breakwaters using the wave momentum flux parameter
| Online Contents | 2014
Hydraulic stability of reshaping berm breakwaters using the wave momentum flux parameter
| British Library Online Contents | 2014
Wave overtopping on reshaping berm breakwaters based on wave momentum flux
| Online Contents | 2015