碩士 / 國立成功大學 / 水利及海洋工程學系 / 86 / This text research primarily is to make use of two-
dimensional model rivermouth topography, imitate receive to
pile up that wave. Nearby river mouth topography of flat
surface river mouth change of process. The mathematical model
which sets up in this paper includes four sub-model, i.e. wave
model, hydrodynamic model, sediment model, and topographical
change model. Numericalscheme of the RCP wave model (US army
corps of engineer) is used for solving wave field in this
paper, and an explicit finite difference method so-call leap-
frog scheme was applied for solving those governing equation
in hydro-dynamic model and topographical change model. Its
process part, forerunners line river the emulation of the main
type river mouth delta calculation, pro-ceed again that
emulation of receiving to pile up the waves function calcul-
ation, and experiment of consequently mutually comparison. The
results show reasonably good.
| Identifer | oai:union.ndltd.org:TW/086NCKU1083026 |
| Date | January 1998 |
| Creators | Liao, Hung-Jer, 廖宏哲 |
| Contributors | Chjeng-Lun Shieh, 謝正倫 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 59 |
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