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Assessment of implementation stages of submerged breakwater on the bay and shoreline at Al-Ahlam Sea Resort, Northwest Coast, Egypt

机译:评估埃及西北海岸Al-Ahlam Sea Resort海湾和海岸线上淹没防波堤的实施阶段

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Al-Ahlam Sea Resort is located at km 92 of International Coastal Road on the Northwest Coast of Egypt. Coastal projects, such as shore-parallel breakwaters cause man-induced coastal changes. Consequently, the stages of their implementation almost affect the shoreline changes and sedimentation in the area. Hence, many problems associated with these structures induce beach erosion on down-drift side which may extend beyond the project area. The study objectives are to evaluate factors inducing the problems, assess the impact of the delay of construction phases of the breakwater on the bay and shoreline, and estimate the economic and environmental losses, hence proposing immediate and permanent appropriate measures. These have been achieved based on analyses of shoreline changes, sea level variations, waves and marine survey during the period between 2008 and 2015. The implementation plan of the submerged breakwater project was scheduled to start on 2010 and end on 2012, ignoring the periods of extreme waves, storms and summer swells. Due to difficulties facing the execution company in work in the project area during the last five years, the project is still under implementation and only about 60% of its recommended works has been achieved. The present study defines the existing conditions prevailing the project area and changes that have been instigated due to delay in the project execution schedule using field data and marine surveys performed during the period between 2010 and 2015. The study revealed that the area was subjected to sever erosion in the eastern zone and its adjacent area led to a loss in beach sand reached to 45000 m(3). Besides, in the western side, sedimentation is prevailing due to the constructed artificial lagoon used for maintenance operations of the implementation marine equipment. This sedimentation leads to difficulties in the entry and departure to and from the lagoon. The study indicated that the delay of the implementation of the breakwater caused shoreline and morphology changes. These led to economic and environmental losses exceeds 2.0 million USD about 30% of the estimated original cost. The study recommended immediate start-up dredging works in the western zone and the middle sector of the project area to facilitate the maneuvering of the marine equipment, which can speed up the implementation process in order to finalize the execution of the breakwater and to reduce the economic and environmental losses. The equilibrium of the shoreline and the bay in case of completion of the submerged breakwater has been checked by application of MIKE 21 Numerical Model.
机译:Al-Ahlam Sea Resort度假村位于埃及西北海岸的国际沿海路92公里处。沿海工程,例如沿岸平行的防波堤,会引起人为的沿海变化。因此,其实施阶段几乎会影响该地区的海岸线变化和沉积。因此,与这些结构相关的许多问题会导致海滩向下游漂移,这可能会超出项目区域。研究目的是评估引起问题的因素,评估防波堤施工阶段的延迟对海湾和海岸线的影响,并估计经济和环境损失,从而提出立即和永久的适当措施。这些是基于对2008年至2015年期间海岸线变化,海平面变化,海浪和海洋勘测的分析而实现的。淹没式防波堤项目的实施计划定于2010年开始,到2012年结束,而忽略了极端的海浪,风暴和夏天涨潮。由于执行公司在过去五年中在项目地区的工作遇到困难,该项目仍在实施中,仅完成了推荐工作的60%。本研究使用2010年至2015年期间进行的实地数据和海洋调查,确定了项目区域的现有条件以及由于项目执行进度的延误而引发的变更。研究表明,该区域已受到严重破坏东部地区及其邻近地区的水土流失导致海滩沙土损失达到45000 m(3)。此外,在西侧,由于用于实施船舶设备的维护操作的人工泻湖而使沉积普遍。这种沉积导致进出泻湖的困难。研究表明,防波堤实施的延迟导致海岸线和形态变化。这些导致的经济和环境损失超过200万美元,约为估计原始成本的30%。该研究建议在项目区域的西部地区和中部地区立即进行开挖疏works工程,以便利船舶设备的操纵,这可以加快实施过程,从而最终确定防波堤的执行并减少防波堤的使用。经济和环境损失。通过应用MIKE 21数值模型检查了淹没防波堤完工时海岸线和海湾的平衡。

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