Study on swash zone flow field and foreshore deformation characterizing run-up front as a moving boundary
Study on swash zone flow field and foreshore deformation characterizing run-up front as a moving boundary
批准号:
08650613
负责人:
ASANO Toshiyuki
金额:
$1.34万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1997
中文摘要
本研究的目的是研究冲积带的动力学,包括速度场、泥沙输运和前滩变形。对于激流带的流体力学,需要在陡坡锋面处进行移动边界处理,以精确地再现激流带的速度。研究者对这一课题进行了近十年的研究,并建立了基于非线性长波方程的二维波动模型。但研究主要局限于单色波。在本项目中,分析扩展到不规则波场。利用1996年中央电力研究所大尺度波盆试验数据库,研究了上升波与长周期波的相互作用机理。研究发现,上升波的时间序列数据不受单个入射波的支配,而是受长波分量的支配。针对冲积带的沉积机制,定量估算了输沙速率。用荧光色颗粒测定输沙速率。在前滨带,通常会形成被称为陡崖的特征地形。提出了一个模拟含陡坡的冲蚀带形态的数值模型。这些分析表明,模拟滩坡破坏或雪崩机制是模拟前滨滩变形的必要条件。在考虑冲刷带的净输沙率时,沙床的渗流效应也很重要。这些课题留待今后的研究。
英文摘要
The purpose of this study is to investigate the swash zone dynamics including velocity field, sediment transport and foreshore deformation.For the hydrodynamics in the swash zone, moving boundary treatment at a run-up front should be required to reproduce the swash zone velocity precisely. The investigator has been studying this subject for almost one decade, and already developed 2-dimensional wave model based on non-linear long-wave equation.But the study was mainly restricted for monochromatic waves. In this project, the analysis was expanded to irregular wave fields. Using a data-base of large-scale wave basin experiments conducted at the Central Electric Power Institute 1996, interaction mechanism between run-up waves and long period waves was examined. It is found that the time series data of run-up waves are not governed by the individual incoming waves but by the long wave component.For the sedimentation mechanism in the swash zone, quantitative estimations on the sediment transport rate were conducted. Measurements on sand transport rate were done using florescent colored particles. In the foreshore zone, the characteristic topography known as a scarp is often generated. A numerical model to reproduce the swash zone morphology including the scarp was proposed. These analyzes revealed that modeling beach slope failure or avalanching mechanism is essential to reproduce the foreshore beach deformation. Seepage effects into the sand bed are also important to consider the net sediment transport rate in a swash zone. These subjects are remained for the future study.
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Toshiyuki Asano: "Sediment transport in swash 20ne,-measureweut and calculation" Proc.of 3rd Intern.Conf.on H ydrodynamics. (印刷中). (1998)
Toshiyuki Asano:“斜盘 20ne 中的沉积物输送,测量和计算”Proc.of 3rd Intern.Conf.on Hydrodynamics(正在出版)。
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Toshiyuki Asano: "Sediment transport in swash zone, -measurements and calculation-" Proc.of 3 rd Intern.Conf.on Hydrodynamics. (in printing). (1998)
Toshiyuki Asano:“斜流带中的沉积物输送,-测量和计算-”Proc.of 3 rd Intern.Conf.on Hydrodynamics。
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Toshiyuki Asano: "Experiments on local sand transport in a horizontally two-dimensional swash zone" Proc.of Coastal Engrg., JSCE. Vol.43. 526-530 (1996)
Toshiyuki Asano:“水平二维斜流带中局部沙子输送的实验”Proc.of Coastal Engrg.,JSCE。
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Toshiyuki Asano: "Sediment transport in swash zone,-measurements and calculation-" Proc.of 3rd Intern.Conf.on Hydrodyamics. (印刷中). (1998)
Toshiyuki Asano:“斜流区的沉积物输送,测量和计算”Proc.of 3rd Intern.Conf.on Hydrodyamics(正在出版)。
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古賀 尚永: "不規則波浪下での波打ち帯の波高変化と流速特性" 土木学会西部支部研究発表会概要集. 300-301 (1998)
Naonaga Koga:“不规则波浪下波纹区的波高变化和流速特性”日本土木工程师学会西部分会研究报告摘要 300-301 (1998)。
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负责人:ASANO Toshiyuki
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