| URN | etd-0728110-120414 | Statistics | This thesis had been viewed 805 times. Download 24 times. |
| Author | YU-HSIANG HSIA | ||
| Author's Email Address | No Public. | ||
| Department | Institute of construction technology | ||
| Year | 2009 | Semester | 2 |
| Degree | Master | Type of Document | Master's Thesis |
| Language | zh-TW.Big5 Chinese | Page Count | 101 |
| Title | Dissipation Effects on Porous Pipe Breakwater for Irregular Waves | ||
| Keyword | |||
| Abstract | The experiment of porous pipe breakwater are being in this article by the differ in porous size and pipe length, combination of differ random wave conditions, the characteristic of porous pipe breakwater are the interaction of porous article and itˇ¦s effect, compared by waveformˇ¦s changed, reflection rate and transmittance rate, to discussed the attenuation effect and interaction for differ porous pipe article. In this experiment, put five wave gauges in the wave flume, in order to measure the wave change, and combination of differ random wave conditions, differ in porous size and pipe length and articleˇ¦s width, to discussed the waveformˇ¦s changed, reflection rate and the attenuation effect. In case, when change the porous size and pipe length of the porous pipe article, will affect the reflection rate. In fact, the wave will perform a random and irregular, but follow the experiment data to this article by a serial of analysis and research, and the reference the before research, we can more understand the porous pipe breakwaterˇ¦s effect by reflection rate and wave-wave interactions. |
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| Advisor Committee | |||
| Files | indicate in-campus access at 1 years and off-campus access at 1 years | ||
| Date of Defense | 2010-07-09 | Date of Submission | 2010-07-28 |