| URN | etd-0705117-150247 | Statistics | This thesis had been viewed 443 times. Download 1 times. |
| Author | Wei-chih Huage | ||
| Author's Email Address | No Public. | ||
| Department | Department of construction & spatial design | ||
| Year | 2016 | Semester | 2 |
| Degree | Master | Type of Document | Master's Thesis |
| Language | zh-TW.Big5 Chinese | Page Count | 69 |
| Title | Experimental study of defending from the impact force and runup of landslide tsunamis | ||
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| Abstract | As a result of modern people attach on the ecological environment conservation and leisure and leisure attention, Coastal protection work also requires a combination of safety, ecology, recreational,Undulating breakwater and pipe breakwater both have that function.The purpose of this study is combination of the two methods. Experimental study of defending from the impact force and runup of landslide tsunamis,Generation of solitary waves by landslides,To analyze attenuation of solitary waves.The test results in sliding height pipe only is lower 13.51% than empty,undulating only is lower 46.02% than empty,combination is lower 55.61%.Impact force on vertical wall of pipe only is reduce 23% than empty, undulating only is reduce 55% than empty, combination is reduce 64% than empty,Distance of runup of pipe only is lower 19.06% than empty, undulating only is lower 47.91% than empty, combination is lower 57.39% than empty. |
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| Files | indicate in-campus access immediately and off-campus access at 5 years | ||
| Date of Defense | 2017-06-20 | Date of Submission | 2017-07-05 |