碩士 / 國立成功大學 / 水利及海洋工程學系 / 84 / ABSTRACT There were four
sub-models in this numerical model,which includes wave model,
hodrodynamic model,sediment model and topography change model.
Later we examine the topography change model's stability,
convergency and conservation,then we used experiment data to
show the result of calculation correctly. The characteristics
of the interaction between wave and current could be sucessfully
described by adding the Doppler effect into wave model,and
influences of Radical stress were considered in the hydrodynamic
model. Finally,the sediment transport rate under wave and
current was calculated respectively. Under the coexistence of
wave,current,sediment transport and topographical change,the
simulated results showed reasonably. The further research about
the quantity discussion will be left in the next step due to
lack of the experimental and field data of the river mouth.
| Identifer | oai:union.ndltd.org:TW/084NCKU0083010 |
| Date | January 1996 |
| Creators | Ou, Xu-Feng, 歐旭峰 |
| Contributors | Shieh Chjeng-Lun , Hung Hung-Hui, 謝正倫, 黃煌煇 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 67 |
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