碩士 / 國立成功大學 / 水利及海洋工程學系 / 85 / The developments of the river delta under wave action were
studied througha series of experiment in the present study.
Firstly, to design experimentalconditions, we consider that only
the bed-load exit. Secondly,to consider waveaction but to
eliminate the condition of headwater. On phenomenon,we used
thedelta film, longitudinal and transverse profile that
changed with time todiscuss the developments of the delta
under wave action. Then, the length,maximun width expansion
angle, width, deposit depthwere used as characteristicvalue to
analyze the geometric similarity of the longitudinal and
transverseprofile of the delta. The resultof analysis showed
that the configuation ofthe delta could be describe by Gaussian
function in the plane forms and hyper-bolic function in the
tranverse section.
| Identifer | oai:union.ndltd.org:TW/085NCKU0083005 |
| Date | January 1997 |
| Creators | HUANG, BO-HUEI, 黃博暉 |
| Contributors | Shien, CHIENG-LUN, 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 | 75 |
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