首页> 外文会议>Second International Conference on Maritime Engineering and Ports, 2nd, Sep, 2000, Barcelona >Numerical modelling studies to predict the potential impact on the sediment transport of a proposed Outer Harbour at Great Yarmouth, UK
【24h】

Numerical modelling studies to predict the potential impact on the sediment transport of a proposed Outer Harbour at Great Yarmouth, UK

机译:数值模型研究,以预测对英国大雅茅斯拟建外港的沉积物迁移的潜在影响

获取原文
获取原文并翻译 | 示例

摘要

An outer harbour is proposed to be constructed on the east coast of England at Great Yarmouth. As part of a series of studies during the planning stage HR Wallingford were commissioned to investigate the potential impact of the harbour on the adjacent sediment regime. A combination of models was used to simulate the sediment transport processes on the existing coast, and involved a comprehensive simulation of the littoral drift at strategic locations, and two-dimensional area modelling covering some 20km of the coastline and extending 10km offshore. A particular feature of this study was the requirement to simulate the effect of the complex and mobile offshore sand banks in modifying the propagation of waves from offshore to inshore and the associated effect on the littoral regime. A key aspect of any project of this scale is the need to verify relevant aspects of the model, in order that the greatest confidence can be given to the model's predictions. For this study information was gathered from a number of sources for use in verifying the wave propagation, tidal current, and littoral drift models. Simulation of the post-construction scenario highlighted the magnitude and extent of the potential impact of the harbour on the littoral drift, particularly with respect to the beaches immediately to the south. A series of sensitivity tests were performed to assess the natural variability in the littoral drift due to both the offshore wave climate and the configuration of the offshore sand banks.
机译:建议在英格兰东海岸大雅茅斯建造一个外港。作为规划阶段一系列研究的一部分,HR Wallingford被委托调查港口对邻近沉积物体系的潜在影响。使用模型组合来模拟现有海岸上的泥沙输运过程,其中包括对战略位置沿岸漂流的全面模拟,以及覆盖约20公里海岸线和延伸10公里海上的二维区域建模。这项研究的一个特殊特征是需要模拟复杂和移动的近海砂岸在改变波浪从近海到近海的传播以及对沿海地区的影响。此规模的任何项目的一个关键方面是需要验证模型的相关方面,以便可以对模型的预测给予最大的信心。对于本研究,从许多来源收集了信息,以用于验证波浪传播,潮流和沿海漂移模型。对施工后情景的模拟突出显示了港口对沿海漂移的潜在影响的大小和程度,特别是对于紧邻南部的海滩。进行了一系列敏感性测试,以评估由于近海波浪气候和近海砂堤的构造而引起的沿岸漂流的自然变化。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号