scholarly journals Analysis of Shoreline Response due to Wave Energy Incidence Using Equilibrium Beach Profile Concept

2018 ◽  
Vol 32 (2) ◽  
pp. 116-122 ◽  
Author(s):  
Tae-Kon Kim ◽  
Jung-Lyul Lee
Keyword(s):  
Wave Energy ◽  
Beach Profile ◽  
Equilibrium Beach Profile

scholarly journals Local Wave Energy Dissipation and Morphological Beach Characteristics along a Northernmost Segment of the Polish Coast

2018 ◽  
Vol 65 (2) ◽  
pp. 91-108
Author(s):  
Grzegorz Różyński
Keyword(s):  
Energy Dissipation ◽  
Wave Energy ◽  
Wave Breaking ◽  
Beach Profile ◽  
Sedimentary Characteristics ◽  
Wave Energy Dissipation ◽  
Equilibrium Beach Profile ◽  
Local Wave ◽  
Processing Techniques ◽  
Signal Processing Techniques

AbstractThis paper analyses cross-shore bathymetric profiles between Władysławowo (km 125 of the Polish coastal chainage) and Lake Sarbsko (km 174) done in 2005 and 2011. Spaced every 500 m, they cover beach topography from dune/cliff crests to a seabed depth of about 15 m. They were decomposed by signal processing techniques to extract the monotonic component of beach topography and to perform a straightforward assessment of wave energy dissipation rates. Three characteristic dissipation patterns were identified: one associated with large nearshore bars and 2–3 zones of wave breaking; a second, to which the equilibrium beach profile concept can be applied; and a third, characterized by mixed behaviour. An attempt was then made to interpret these types of wave energy dissipation in terms of local coastal morphological features and the underlying sedimentary characteristics.

COMPARATIVE ANALYSIS OF EQUILIBRIUM BEACH PROFILE CALCULATION METHODS

2015 ◽  
pp. 39
Author(s):  
A. L. Khomchanovsky ◽  
E. A. Fedorova ◽  
An. A. Lygin ◽  
A. Sh. Khabidov
Keyword(s):  
Comparative Analysis ◽  
Calculation Methods ◽  
Beach Profile ◽  
Equilibrium Beach Profile

VERIFICATION OF DEAN’S EQUILIBRIUM BEACH PROFILE FORMULA FOR LARGE MAN-MADE LAKES

2018 ◽  
Author(s):  
А. Лыгин ◽  
A. Lygin ◽  
Ан. Лыгин ◽  
An. Lygin ◽  
А. Хабидов ◽  
...  
Keyword(s):  
Mathematical Statistics ◽  
Beach Profile ◽  
Novosibirsk Reservoir ◽  
The Real ◽  
Equilibrium Beach Profile ◽  
Stringent Test

In the paper the possibility of using Dean’s equilibrium beach profile formula for a large man-made lake coastal conditions was studied. A stringent test of its adequate use was made based on mathematical statistics. The calculations were performed for the real bottom profile of the Novosibirsk reservoir beach.

UNDERWATER BARRED BEACH PROFILE TRANSFORMATION UNDER DIFFERENT WAVES CONDITIONS

2017 ◽  
Author(s):  
Olga Kuznetsova ◽  
Olga Kuznetsova ◽  
Yana Saprykina ◽  
Yana Saprykina ◽  
Boris Divinsky ◽  
...  
Keyword(s):  
Numerical Modelling ◽  
Coastal Zone ◽  
Wave Height ◽  
Wave Energy ◽  
Wave Period ◽  
Beach Profile ◽  
Infragravity Waves ◽  
Wave Parameters ◽  
Mean Wave Period

Based on numerical modelling evolution of beach under waves with height 1,0-1,5 m and period 7,5 and 10,6 sec as well as spectral wave parameters varying cross-shore analysed. The beach reformation of coastal zone relief is spatially uneven. It is established that upper part of underwater beach profile become terraced and width of the terrace is in direct pro-portion to wave height and period on the seaward boundary but inversely to angle of wave energy spreading. In addition it was ascertain that the greatest transfiguration of profile was accompanied by existence of bound infragravity waves, smaller part of its energy and shorter mean wave period as well as more significant roller energy.

Equilibrium Beach Profile in the Presence of Beachrocks

2016 ◽  
Vol 75 (sp1) ◽  
pp. 452-456
Author(s):  
Marcelo Rollnic ◽  
Carmen Medeiros
Keyword(s):  
Beach Profile ◽  
Equilibrium Beach Profile

scholarly journals Equilibrium Beach Profile with Net Cross-Shore Sand Transport

2018 ◽  
Vol 144 (6) ◽  
pp. 04018016 ◽  
Author(s):  
Nobuhisa Kobayashi ◽  
Tingting Zhu ◽  
Sravani Mallavarapu
Keyword(s):  
Sand Transport ◽  
Beach Profile ◽  
Equilibrium Beach Profile

scholarly journals BEACH PROFILES AT TORREY PINES, CALIFORNIA

1976 ◽  
Vol 1 (15) ◽  
pp. 75 ◽  
Author(s):  
David G. Aubrey ◽  
Douglas L. Inman ◽  
Charles E. Nordstrom
Keyword(s):  
Sediment Transport ◽  
Incident Wave ◽  
Wave Energy ◽  
Energy Conditions ◽  
Beach Profile ◽  
High Wave ◽  
Wave Characteristics ◽  
Spectral Estimates ◽  
High Wave Energy ◽  
Incident Waves

Beach profiles have been measured at Torrey Pines Beach, California for four years and correlated with tides and accurate spectral estimates of the incident wave field. Characteristic equilibrium beach profiles persist for time spans of up to at least two weeks in response to periods of uniform incident waves. These changes in the beach profiles are primarily due to on-offshore sediment transport which can be related to variations in wave characteristics and tidal phase. The most rapid readjustment of the beach profile occurs during high wave energy conditions coincident with spring tides. Alternatively, the highest berm building is associated with moderate to low waves that coincide with spring tides.

Determination of the study period necessary for calculating the equilibrium beach profile and the depth of closure

2020 ◽  
Vol 94 ◽  
pp. 102005
Author(s):  
I. López ◽  
J.I. Pagán ◽  
F.J. Navarro-González ◽  
G.V. Müller ◽  
L. Aragonés
Keyword(s):  
Beach Profile ◽  
Equilibrium Beach Profile
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