Title page for etd-0707118-170449


URN etd-0707118-170449 Statistics This thesis had been viewed 221 times. Download 1 times.
Author CHIA-HSIN LIN
Author's Email Address nicolelin690320@gmail.com
Department Department of construction & spatial design
Year 2017 Semester 2
Degree Master Type of Document Master's Thesis
Language zh-TW.Big5 Chinese Page Count 117
Title Experimental Study on the Characteristics of Wave Dissipation by Stepped Submerged Embankment
Keyword
  • hydraulic model tes
  • energy loss rate
  • stepped submerged embankment
  • regular wave
  • reflectivity
  • transmission rate
  • transmission rate
  • reflectivity
  • regular wave
  • stepped submerged embankment
  • energy loss rate
  • hydraulic model tes
  • Abstract The purpose of this study was to investigate the performance of stepped embankments for the reduction of wave overtopping to prevent from wave attack and storm surge. In this paper, we make regular waves with different periods pass through the stepped triangle embankment with many size sets in many directions and slopes. Also, capacitance wave gage was used to measure the reflectivityˇBtransmission rate and energy loss rate so that we can determine the character of stepped embankment in reducing energy.
    According to the result of experiments and analysis, it's proved that the reflectivity could be higher if the stepped embankment is placed along the coast, and different types and sizes of stepped embankment would thus generate different impacts. The experiment result shows that the reduction effects of waves will be better when waves pass through wider stepped embankment. By analyzing the results, it was found that Case F, the 15cm height embankment, was the optimal configuration for reducing wave energy.
    Due to the traditional designs like wave block, detached breakwater, and groin in coast, the structures are not pretty and may have negative impacts on the ecosystem function. Therefore, we set different structures of reducing waves in water and estimate the reduction effects of different stepped embankments to demonstrate the feasibility of replacing traditional wave block with stepped embankments.
    Advisor Committee
  • RUEY-SYAN SHIH - advisor
  • Rong-Sheng yeh Prof. - co-chair
  • RUEY-SYAN SHIH - co-chair
  • Yao Zhi-ting - co-chair
  • Files indicate in-campus access at 5 years and off-campus access at 5 years
    Date of Defense 2018-06-29 Date of Submission 2018-07-07

    Browse | All Available ETDs | Chinese Search Version | Home

    If you have more questions or technical problems, please contact Tungnan University