...
首页> 外文期刊>Journal of Coastal Research: An International Forum for the Littoral Sciences >Transgressive ravinement versus depth of closure: A geological perspective from the upper Texas coast
【24h】

Transgressive ravinement versus depth of closure: A geological perspective from the upper Texas coast

机译:海侵峡谷与封闭深度:得克萨斯州上海岸的地质视角

获取原文
获取原文并翻译 | 示例
           

摘要

The upper Texas coast is one of the most populated areas along the Gulf of Mexico. Three dynamic barriers along this section of coastline (Bolivar Peninsula, Galveston Island, and Follets Island) have a well-documented history of shoreline change. Numerous engineering studies incorporating both sedimentological data and numerical models have been established for this system to understand sediment fluxes. However, rarely have previous studies examined sediment fluxes for the upper Texas coast in light of certain fundamental concepts of coastal geology. Here, we discuss the current theory and understanding of barrier island dynamics from a geologic standpoint as they relate to sediment budgets for the upper Texas coast. From sediment cores, we quantify both shoreface and washover sand fluxes, which previously were not incorporated as sand sinks into sediment budgets for this system. Shoreface sand fluxes represent a sizable portion of the total budget, whereas modern washover sand fluxes are minimal. Until now, a depth of closure (beyond which sediment transport is negligible) of 4 m has typically been used; however, our data suggest a depth of at least 8 m would be more appropriate. We show that the combined upper and lower shoreface has the potential to sequester ~160,000 ± 39,000 m~3/y of sand, equaling ~17 of the entire calculated sediment flux and ~37 of the total longshore transport flux for the upper Texas coast, based on previous studies. Therefore, we recommend revised approaches to future sediment budget studies in order to establish more robust analyses. Ultimately, it will be crucial to use both engineering principles and geologic concepts to construct an accurate and realistic scenario for coastal restoration projects.
机译:得克萨斯州上海岸是墨西哥湾沿岸人口最多的地区之一。沿海岸线这一部分的三个动态障碍(玻利瓦尔半岛,加尔维斯顿岛和福莱特斯岛)都有记录在案的海岸线变化历史。已经建立了许多结合了沉积学数据和数值模型的工程研究,以了解该系统的泥沙通量。但是,很少有先前的研究根据沿海地质学的某些基本概念来检查德克萨斯州上游沿海的沉积物通量。在这里,我们从地质学的角度讨论当前的屏障岛动力学理论和理解,因为它们与德克萨斯州上海岸的沉积物预算有关。从沉积物核心,我们既可以量化岸面和冲洗砂通量,也不能将先前作为砂汇纳入该系统的沉积物预算中。岸面砂通量占总预算的很大一部分,而现代冲刷砂通量则很小。到目前为止,通常使用的封闭深度为4 m(在此范围内,泥沙的运输可以忽略不计)。但是,我们的数据表明,至少8 m的深度更为合适。我们发现,合并的上下岸面有可能封存〜160,000±39,000 m〜3 / y的沙子,相当于德克萨斯州上沿海岸的全部计算出的泥沙通量的〜17和近岸运输总通量的〜37,根据以前的研究。因此,我们建议对未来的泥沙预算研究进行修订,以建立更可靠的分析。最终,至关重要的是要同时使用工程原理和地质概念来为海岸恢复项目构建一个准确而现实的方案。

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