Analytical Solutions of One-Line Model for Shoreline Change near Coastal Structures

Author(s):  
Magnus Larson ◽  
Hans Hanson ◽  
Nicholas C. Kraus
Author(s):  
MASAMITSU KUROIWA ◽  
J. WILLIAM KAMPHUIS ◽  
TAKAYUKI KUCHIISHI ◽  
YUHEI MATSUBARA ◽  
HIDEAKI NODA

2015 ◽  
Vol 10 (2) ◽  
pp. 12
Author(s):  
Dalrino - ◽  
Elvi Roza Syofyan

With the position on the west coast region of Sumatra, Padang beach facing directly to Indian Ocean that have potentially threat by the ocean waves that relatively give effect to changes in the coastline. This study was conducted to evaluating the performance of existing coastal protection structure to restrain the rate of erosion as a result of the influence of hydrodynamics process. Condition that reviewed was in form of distance shoreline as simulation results to initial reference line before. One Line Model was conducted to get shoreline change in each time step calculation. Model consists of two conditions, with the absence of coastal structures and with structure respectively. The simulation result show that potential erosion occurs at Batang Arau river mouth with no protection structure. Large erosion predicted around 59.04 meters from the shoreline position early. With coastal protection, model result obtained sedimentation of 7.33 meters coastline from its initial position. This occurs at a distance of 475 meters from the boundary domain. Modeling results also showed erosion is 18.39 meters at a distance of 250 m from the boundary domain. This is likely due to the limited modeling conditions that without reviewing of littoral transport direction that occurred in perpendicular to the coast. Result study show that the presence of a groyne in Padang coasts looks already quite effective in defense of the shoreline of the littoral transport direction, however the installation of groins seemingly did not give significant meaning in the addition of the coastline


Land ◽  
2021 ◽  
Vol 10 (10) ◽  
pp. 1034
Author(s):  
Laura Borzì ◽  
Giorgio Anfuso ◽  
Giorgio Manno ◽  
Salvatore Distefano ◽  
Salvatore Urso ◽  
...  

Coastal areas are among the most biologically productive, dynamic and valued ecosystems on Earth. They are subject to changes that greatly vary in scale, time and duration and to additional pressures resulting from anthropogenic activities. The aim of this work was to investigate the shoreline evolution and the main environmental changes of the coastal stretch between the towns of Licata and Gela (in the Gulf of Gela, Sicily, Italy). The methodology used in this work included the analysis of: (i) shoreline changes over the long- and medium-term periods (1955–2019 and 1989–2019, respectively), (ii) dune system fragmentation and (iii) the impact of coastal structures (harbours and breakwaters) on coastal evolution. The shoreline change analysis mainly showed a negative trend both over the long- and medium-term periods, with a maximum retreat of 3.87 m/year detected over the medium-term period down-drift of the Licata harbour. However, a few kilometres eastward from the harbour, significant accretion was registered where a set of breakwaters was emplaced. The Shoreline Change Envelope (SCE) showed that the main depositional phenomena occurred during the decade between 1955 and 1966, whereas progressive and constant erosion was observed between 1966 and 1989 in response to the increasing coastal armouring.


2006 ◽  
Vol 28 (2) ◽  
pp. 94-102
Author(s):  
Le Xuan Hoan

A qualitative understanding of the basic properties of complicated physical phenomena can often is obtained through the study of analytic solutions derived from simplified problems. Analytic solutions of shoreline change model for simple shoreline configurations are derived under idealized wave conditions. Both analytic and numerical methods are based on the one-line theory of shoreline change. In this paper some results of comparison of the numerical with analytic solutions are presented.


1986 ◽  
Vol 29 (1) ◽  
pp. 195-213 ◽  
Author(s):  
Hans Hanson ◽  
Nicholas C. Kraus

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