Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area

Coastal regions are increasingly vulnerable to climate change-induced hazards such as erosion, with the combination of environmental threats and human activities exacerbating the vulnerability of these ecosystems. The study, spanning eight decades (i.e. 1940-2020), utilizes ECMWF-ERA5 data and a hig...

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Main Authors: Ahmed Ibrahim, Anas El Molla, Hany Ahmed
Format: Article
Language:English
Published: Semnan University 2024-08-01
Series:Journal of Rehabilitation in Civil Engineering
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Online Access:https://civiljournal.semnan.ac.ir/article_8669_d302ebd25a431c5fa3774f7c58aa528a.pdf
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author Ahmed Ibrahim
Anas El Molla
Hany Ahmed
author_facet Ahmed Ibrahim
Anas El Molla
Hany Ahmed
author_sort Ahmed Ibrahim
collection DOAJ
description Coastal regions are increasingly vulnerable to climate change-induced hazards such as erosion, with the combination of environmental threats and human activities exacerbating the vulnerability of these ecosystems. The study, spanning eight decades (i.e. 1940-2020), utilizes ECMWF-ERA5 data and a high-resolution model (MIKE21 SM) to simulate Longshore Sediment Transport (LST) in response to human interventions. Model accuracy is validated against observed data from the Damietta buoy and 2011 bathymetry data. Additionally, comparisons with the estimated LST from previous regional studies confirm the model's reliability. The investigation focuses on identifying trends in LST before and after human interventions, including the construction of Damietta Port (DP) and subsequent coastal protection structures. Two different trend analysis methods, linear regression and Theil-Sen, are used to capture temporal variations in LST. According to Theil-Sen, trend values increased as a result of the port construction, with Gross LST (GLST) and Net LST (NLST) increasing by 100-160%, respectively. However, both GLST and NLST experienced significant decreases following coastal protection (i.e. 27-24%, respectively). Moreover, the correlation analysis of wave parameters and LST revealed a variety of relationships over periods, illustrating the complicated relationship between sediment transport processes and human activities. Notably, prior to the construction of DP, there were strong correlations between NLST, wave height, and peak wave period (i.e. R=0.81-0.79, respectively), but these decreased significantly after construction (i.e. R=0.59-0.60). Following coastal protection, correlations with sediment transport increased (i.e. R=0.79-0.77).
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spelling doaj-art-4cc2cfe118e0482baa86faee7794c74e2025-01-21T20:47:41ZengSemnan UniversityJournal of Rehabilitation in Civil Engineering2345-44152345-44232024-08-01123859610.22075/jrce.2024.32512.19488669Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port AreaAhmed Ibrahim0Anas El Molla1Hany Ahmed2Department of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo, EgyptDepartment of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo, EgyptDepartment of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo, EgyptCoastal regions are increasingly vulnerable to climate change-induced hazards such as erosion, with the combination of environmental threats and human activities exacerbating the vulnerability of these ecosystems. The study, spanning eight decades (i.e. 1940-2020), utilizes ECMWF-ERA5 data and a high-resolution model (MIKE21 SM) to simulate Longshore Sediment Transport (LST) in response to human interventions. Model accuracy is validated against observed data from the Damietta buoy and 2011 bathymetry data. Additionally, comparisons with the estimated LST from previous regional studies confirm the model's reliability. The investigation focuses on identifying trends in LST before and after human interventions, including the construction of Damietta Port (DP) and subsequent coastal protection structures. Two different trend analysis methods, linear regression and Theil-Sen, are used to capture temporal variations in LST. According to Theil-Sen, trend values increased as a result of the port construction, with Gross LST (GLST) and Net LST (NLST) increasing by 100-160%, respectively. However, both GLST and NLST experienced significant decreases following coastal protection (i.e. 27-24%, respectively). Moreover, the correlation analysis of wave parameters and LST revealed a variety of relationships over periods, illustrating the complicated relationship between sediment transport processes and human activities. Notably, prior to the construction of DP, there were strong correlations between NLST, wave height, and peak wave period (i.e. R=0.81-0.79, respectively), but these decreased significantly after construction (i.e. R=0.59-0.60). Following coastal protection, correlations with sediment transport increased (i.e. R=0.79-0.77).https://civiljournal.semnan.ac.ir/article_8669_d302ebd25a431c5fa3774f7c58aa528a.pdfcoastal hazardwave climatelong-term trendsediment transportmike21sm
spellingShingle Ahmed Ibrahim
Anas El Molla
Hany Ahmed
Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
Journal of Rehabilitation in Civil Engineering
coastal hazard
wave climate
long-term trend
sediment transport
mike21sm
title Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
title_full Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
title_fullStr Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
title_full_unstemmed Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
title_short Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area
title_sort evaluation of human interventions on longshore sediment transport in damietta port area
topic coastal hazard
wave climate
long-term trend
sediment transport
mike21sm
url https://civiljournal.semnan.ac.ir/article_8669_d302ebd25a431c5fa3774f7c58aa528a.pdf
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