Analysis of sedimentation at the fishing harbor entrance: case study of El-Burullus,Egypt |
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| Authors: | Mahmoud Sharaan Mona G Ibrahim Moheb Iskander Ali Masria Kazuo Nadaoka |
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| Institution: | 1.Civil Engineering Department, Faculty of Engineering,Suez Canal University,Ismailia,Egypt;2.Environmental Engineering Department, School of Energy and Environmental Engineering,Egypt-Japan University of Science and Technology,Alexandria,Egypt;3.Hydrodynamic Department,Coastal Research Institute,Alexandria,Egypt;4.Irrigation and Hydraulics Department, Faculty of Engineering,Mansoura University,Mansoura,Egypt;5.Department of Transdisciplinary Science and Engineering, School of Environment and Society,Tokyo Institute of Technology,Tokyo,Japan |
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| Abstract: | Sedimentation in artificial ports and harbors is a common issue throughout the world. Based on an assessment of the coastal fishing harbors in Egypt, the El-Burullus fishing harbor has been found to suffer severely from siltation. Sediment deposits are concentrated at the harbor entrance, which threatens navigation through this area. Although the harbor authority has constructed a perpendicular extension on the main breakwater to mitigate these siltation issues, fishing boats are still suffering from the siltation at the harbor entrance. Dredging is required every year to maintain continuity of navigation through the harbor; the cost of dredging is a critical element which impacts the economic feasibility of the harbor. Therefore, the need to investigate new solutions for the siltation issue is critical. In this study, a two-dimensional calibrated and validated model using the Coastal Modeling System package is used to understand the coastal processes within the study area. It is also used to investigate the effects of the proposed breakwater extension on the siltation at the harbor outlet. Field data such as hydrographic surveys, waves, tides, and lake outlet discharge data were collected and included in the model. The results obtained for the current breakwater conditions confirmed the claims of the fishermen that the sedimentation problem still occurs at the entrance. Thus, five possible solutions to mitigate the problem were proposed and simulated considering the following parameters: sediment deposition rate to the west of the main breakwater, the erosion rate in front of the seawall in the eastern part of the harbor, and the morphological changes within the El-Burullus lake outlet. According to the simulation results, reducing the length of the upper edge of the middle jetty by 90 m improves the stability of the harbor entrance. Alternatively, replacing the perpendicular extension by an inclined extension of 60 m in length and shortening the middle jetty by 60 m reduces the accretion and erosion rates around the harbor which promotes the long-term stability for the coastal area in addition to favorable conditions to the El-Burullus harbor entrance. |
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