首页> 外文期刊>Environmental Management >A GIS Approach to Model Sediment Reduction Susceptibility of Mixed Sand and Gravel Beaches
【24h】

A GIS Approach to Model Sediment Reduction Susceptibility of Mixed Sand and Gravel Beaches

机译:基于GIS的混合砂石滩减沙敏感性模型研究。

获取原文
获取原文并翻译 | 示例
       

摘要

The morphological form of mixed sand and gravel beaches is distinct, and the process/response system and complex dynamics of these beaches are not well understood. Process response models developed for pure sand or gravel beaches cannot be directly applied to these beaches. The Canterbury Bight coastline is apparently abundantly supplied with sediments from large rivers and coastal alluvial cliffs, but a large part of this coastline is experiencing long-term erosion. Sediment budget models provide little evidence to suggest sediments are stored within this system. Current sediment budget models inadequately quantify and account for the processes responsible for the patterns of erosion and accretion of this coastline. We outline a new method to extrapolate from laboratory experiments to the field using a geographical information system approach to model sediment reduction susceptibility for the Canterbury Bight. Sediment samples from ten representative sites were tumbled in a concrete mixer for an equivalent distance of 40 km. From the textural mixture and weight loss over 40 km tumbling, we applied regression techniques to generate a predictive equation for Sediment Reduction Susceptibility (SRS). We used Inverse Distance Weighting (IDW) to extrapolate the results from fifty-five sites with data on textural sediment composition to field locations with no data along the Canterbury Bight, creating a continuous sediment reductions susceptibility surface. Isolines of regular SRS intervals were then derived from the continuous surface to create a contour map of sediment reductions susceptibility for the Canterbury Bight. Results highlighted the variability in SRS along this coastline.
机译:混合的沙子和砾石海滩的形态形式是不同的,并且这些海滩的过程/响应系统和复杂的动力学还没有被很好地理解。为纯沙子或砾石海滩开发的过程响应模型不能直接应用于这些海滩。坎特伯雷湾(Canterbury Bight)海岸线显然有大量来自大型河流和沿海冲积悬崖的沉积物,但是该海岸线的很大一部分正在遭受长期侵蚀。沉积物预算模型几乎没有证据表明沉积物存储在该系统中。当前的沉积物预算模型不足以量化和解释导致海岸线侵蚀和积聚的过程。我们概述了一种新方法,可以使用地理信息系统方法从实验室实验推断到田野,以模拟坎特伯雷湾的沉积物减少敏感性。将来自十个代表性地点的沉积物样本在混凝土搅拌机中翻滚,等效距离为40 km。从40 km翻滚过程中的混合质地和重量损失,我们应用了回归技术来生成减沙敏感性(SRS)的预测方程。我们使用反距离权重(IDW)将来自具有结构性沉积物成分数据的55个站点的结果外推到沿Canterbury Bight没有数据的田地位置,从而创建了连续的减少沉积物敏感性的表面。然后从连续表面得出规则的SRS间隔等值线,以创建Canterbury Bight泥沙减少敏感性的等值线图。结果强调了沿这条海岸线的SRS的变化性。

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