Stochastic Analysis of Beach Profile Data

Author(s):  
Choule J Sonu ◽  
Myron H Young
1982 ◽  
Vol 1 (18) ◽  
pp. 86 ◽  
Author(s):  
Takaaki Uda ◽  
Hiroshi Hashimoto

In order to analyze beach profile changes due to longshore and onshore-offshore sand transport, here is proposed a new model named the "empirical predictive model of beach profile change", which is an application of the empirical eigenfunction method. The analysis of the profile data obtained at the Misawa fishery port in Ogawarako Coast over five years from 1973 to 1977 indicates that profile changes due to longshore transport and to onshore-offshore transport can be separated. The model is shown to be effective in the analysis of profile changes near coastal structures.


2012 ◽  
Vol 1 (33) ◽  
pp. 17
Author(s):  
Kentaro Hayashi ◽  
Nobuhito Mori ◽  
Hajime Mase ◽  
Yoshiaki Kuriyama ◽  
Nobuhisa Kobayashi

The influences of climate change due to global warming have been estimated on not only sea level rise but also wave characteristics such as height or energy flux. In this study, the characteristics of medium and long term beach profile change is investigated based on the observed beach profile data at HORS for past 24 years and the relationship between the wave characteristics observed at Kashima port and the climate indexes. In order to estimate the influences of the medium and long term wave characteristic change, a theory is introduced based on equilibrium beach profile with wave parameter, which is theoretically based on sediment characteristic. Moreover, the validation of the theory is evaluated based on the observed beach profile data and wave data.


2020 ◽  
Vol 95 (sp1) ◽  
pp. 621
Author(s):  
Tony Thomas ◽  
Michael Robert Phillips ◽  
Andrew Ronald Morgan
Keyword(s):  

1986 ◽  
Vol 1 (20) ◽  
pp. 87 ◽  
Author(s):  
T.W. Hsu ◽  
S.R. Liaw ◽  
S.K. Wang ◽  
S.H. Ou

A two-dimensional empirical eigenfunction model is proposed for the analysis and the prediction of beach profile change due to longshore and cross-shore sediment transports. Beach profile data from Redhill coast, Taiwan, measured every two months at 150 meters interval along the detached breakwaters are analyzed and the relative importance from two directions is investigated. Furthermore, by employing the method of Markov process and linear regression, a prediction model is formulated which takes into account the effect of breaking waves, bottom sediment and radiation stress of waves. This 2-D model is shown to be effective in the analysis and the prediction of beach changes near the coastal structures.


1976 ◽  
Vol 1 (15) ◽  
pp. 76 ◽  
Author(s):  
Clinton D. Winant ◽  
David G. Aubrey

The statistical method of empirical eigenfunctions has been applied to four years of beach profile data. The eigenfunctions associated with the three largest eigenvalues are shown to be stable for data sets of one, two, three, and four years length, and they correctly describe beach changes caused by storm activity. The usefulness of the eigenfunction representation is confirmed as a concise means of representing beach profile variability.


1970 ◽  
Vol 1 (12) ◽  
pp. 83
Author(s):  
Choule Sonu ◽  
Myron H. Young

Stochastic prediction of beach changes by means of a linear leastsquares transfer function requires a knowledge of power spectra Since most field data are too short to ensure stable analysis, an attempt was made to generate data artifically by a Monte Carlo simulation A beach profile transition model which considers the beach profile as a dynamic system allows beach width, sediment storage, and surface configuration to be determined m successive profiles and simulates beach cycles associated with random waves which are in sufficient agreement with the actual observation The simulated data are amenable to standard stochastic analysis to yield power spectra, cross spectra, coherence functions , and phase lags Comparison of the results with those derived from actual data shows reasonable agreement It appears that the process of beach sediment storage involves a combination of classes of Markov Gaussian random processes, whereas that of beach width resembles a white noise Coupling between these two parameters occurs in the lower frequency range with periodicities longer than about 8 days Moreover, the beach width shows phase advance before sediment storage Although the beach profile transition model requires further refinement, especially m regard to quantitative response to waves of various magnitudes and characteristics, the basic concept of the model is sound and will probably explain beach changes in various types of world coasts.


2001 ◽  
Author(s):  
Ann E. Gibbs ◽  
Bruce M. Richmond ◽  
Charles H. Fletcher ◽  
Kindra P. Hillman

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