A semi-empirical method for estimating the rate of wave overtopping broad-crested coastal dikes is established following the application of the standard formulas for the coefficient of discharge of broad-crested weirs. Careful measurements are also made in laboratory to verify the results predicted by the proposed semi-empirical method. It is found that agreement between predictions and experiments is satisfactorily good if the wave height is moderate. However, the prediction losses accuracy for relatively high waves. This is considered to be owing to the omission of the inertia effects in the semi-empirical formulas
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
Nowadays the protection of our country for high sea levels and heavy storms is daily news. The ComCo...
The spectral wave period Tm-1,0 at the toe of sea-dikes is a crucial parameter to predict wave overt...
If a coastal dike has a crest width of more than say a few meters, then wave overtopping will be sig...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
To increase physical insight into wave overwash processes at low-crested beach barriers, wave overto...
Recently, formulae have been derived for maximum flow depths and velocities on the crest and inner s...
Recently, formulae have been derived for maximum flow depths and velocities on the crest and inner s...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
To increase physical insight into wave overwash processes at low-crested beach barriers, wave overto...
The Shore Protection Manual (SPM) method for estimating the volume rate of wave overtopping under ir...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
Nowadays the protection of our country for high sea levels and heavy storms is daily news. The ComCo...
The spectral wave period Tm-1,0 at the toe of sea-dikes is a crucial parameter to predict wave overt...
If a coastal dike has a crest width of more than say a few meters, then wave overtopping will be sig...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), i...
This paper describes a review and analysis of available hydraulic model tests on overspill basins at...
Estimation of the mean overtopping discharge is a major task in the design and assessment of the cre...
To increase physical insight into wave overwash processes at low-crested beach barriers, wave overto...
Recently, formulae have been derived for maximum flow depths and velocities on the crest and inner s...
Recently, formulae have been derived for maximum flow depths and velocities on the crest and inner s...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
To increase physical insight into wave overwash processes at low-crested beach barriers, wave overto...
The Shore Protection Manual (SPM) method for estimating the volume rate of wave overtopping under ir...
Wave overtopping is a key process in coastal protection. The assessment of the wave overtopping rate...
Nowadays the protection of our country for high sea levels and heavy storms is daily news. The ComCo...
The spectral wave period Tm-1,0 at the toe of sea-dikes is a crucial parameter to predict wave overt...