Title page for etd-0716114-203535

URN	etd-0716114-203535	Statistics	This thesis had been viewed 465 times. Download 9 times.
Author	Wei-Cyuan Fang
Author's Email Address	No Public.
Department	Institute of construction technology
Year	2013	Semester	2
Degree	Master	Type of Document	Master's Thesis
Language	zh-TW.Big5 Chinese	Page Count	50
Title	Experimental Study on Wave Force Charecteristic of High Permeable Pipe Structures
Keyword	Hole energy dissipation structures、Regular wave、 Hole energy dissipation structures、Regular wave、
Abstract	Abstract Coastal structures often suffer a great wave intensity instant impact force, Partial destruction of the building, So one of the important factors affecting the impact of wave action on coastal structures are safe for the destruction of structures, In this experiment, the impact of regular waves of the role of marine structures do investigate,Will be by way of the use of hydraulic test section of the flume, Explore the high water permeability pore structure characteristics of the wave force wave action under the rules of the use of different length and diameter D, length W and other conditions,To investigate the wave force characteristics of regular waves such as permeable pores breakwaters, Trials conducted utilizing wave power test section tank of regular waves,Rules to analyze the impact of the wave energy dissipation high water permeability pore structure characteristics of the force,In this trial to get through wave action in three different conditions to test embankment surface wave magnitude and impact of the change,The single bank permeable hole minimum impact force,And there is a significant relationship with shielding rate and the porosity of the structures, Test results found permeable pores can effectively slow down the embankment and suffered decay embankment surface wave impact and coastal protection and structure stability and security.
Advisor Committee	Ruey-Syan Shih - advisor none - co-chair none - co-chair
Files	etd-0716114-203535.pdf indicate in-campus access immediately and off-campus access at one year
Date of Defense	2014-06-30	Date of Submission	2014-07-16

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