A�COMPARATIVE�ANALYSIS�OF�TWO�FLOOD�WAVE�PROPAGATION�MODELS

2012 ◽  
Author(s):  
Erika Beilicci
Keyword(s):  
Wave Propagation ◽  
Comparative Analysis ◽  
Flood Wave ◽  
Propagation Models

Dam-Breach Flood Wave Propagation Using Dimensionless Parameters

2003 ◽  
Vol 129 (10) ◽  
pp. 777-782 ◽  
Author(s):  
Victor M. Ponce ◽  
Ahmad Taher-shamsi ◽  
Ampar V. Shetty
Keyword(s):  
Wave Propagation ◽  
Flood Wave ◽  
Dam Breach ◽  
Dimensionless Parameters

Effect of Pinios Riverbed Parameters to Flood Wave Propagation

2019 ◽  
pp. 743-747
Author(s):  
I. Chatzispiroglou ◽  
E. Anastasiadou-Partheniou ◽  
T. Zissis
Keyword(s):  
Wave Propagation ◽  
Flood Wave

Experimental verification of wave propagation models for saturated media

Poromechanics ◽  
2020 ◽  
pp. 185-190
Author(s):  
T.S. Butalia ◽  
W.E. Wolfe ◽  
B.A. Dreger
Keyword(s):  
Wave Propagation ◽  
Experimental Verification ◽  
Propagation Models ◽  
Saturated Media

scholarly journals VERIFICATION OF NUMERICAL WAVE PROPAGATION MODELS IN TIDAL INLETS

1988 ◽  
Vol 1 (21) ◽  
pp. 30 ◽  
Author(s):  
J.A. Vogel ◽  
A.C. Radder ◽  
J.H. De Reus
Keyword(s):  
Wave Propagation ◽  
Numerical Models ◽  
River Estuary ◽  
Regular Grid ◽  
Local Wind ◽  
Tidal Inlets ◽  
Propagation Models ◽  
Dutch Coast ◽  
Model Based ◽  
Numerical Wave

The performance of two numerical wave propagation models has been investigated by comparison with field data. The first model is a refractiondiffraction model based on the parabolic equation method. The second is a refraction model based on the wave action equation, using a regular grid. Two field situations, viz. a tidal inlet and a river estuary along the Dutch coast, were used to determine the influence of the local wind on waves behind an island and a breaker zone. It may be concluded from the results of the computations and measurements that a much better agreement is obtained when wave growth due to wind is properly accounted for in the numerical models. In complicated coastal areas the models perform well for both engineering and research purposes.

scholarly journals Erratum for “Parametric Study of Flood Wave Propagation”

1982 ◽  
Vol 108 (8) ◽  
pp. 973-973
Author(s):  
K. Sridharan ◽  
M. S. Mohan Kumar
Keyword(s):  
Wave Propagation ◽  
Parametric Study ◽  
Flood Wave
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