Three-dimensional simulation of wave-tide sediment transport in Danshui River / 淡水河河口波浪潮汐所引起之漂沙三維數值模擬

碩士 / 國立臺灣大學 / 應用力學研究所 / 105 / In this study, a three-dimensional unstructured-grid numerical SUNTANS was used to simulate the sediment transport at the Danshui river mouth and surrounding coastlines. To validate the model, the free surface, salinity, wave height, and suspended sediment concentration (SSC) were tested against the field data. The effects of tides and waves on sediment transport at the river mouth and surrounding coastlines were discussed using the validated model. Results showed that under the same condition of tides and inflow, SSC increases in the presence of waves. The main reason of this phenomenon were winds and radiation stresses. After considering three different wind directions, we found that north wind result in the highest SSC occurring at north jetty of the Taipei port, where the wave direction is perpendicular to the coastline, and the radiation stresses are responsible of high SSC at the river mouth and surrounding coastlines.

Identiferoai:union.ndltd.org:TW/105NTU05499048
Date January 2017
CreatorsDai-Hua Lu, 呂岱華
Contributors周逸儒
Source SetsNational Digital Library of Theses and Dissertations in Taiwan
Languagezh-TW
Detected LanguageEnglish
Type學位論文 ; thesis
Format60

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