東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Experimental study of wave breaking ...

Chang, Kuang-An.

FindBook

Google Book

Amazon

博客來

Experimental study of wave breaking and wave-structure interaction.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Experimental study of wave breaking and wave-structure interaction./
作者:	Chang, Kuang-An.
面頁冊數:	198 p.
附註:	Source: Dissertation Abstracts International, Volume: 59-11, Section: B, page: 5970.
Contained By:	Dissertation Abstracts International59-11B.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9910225
ISBN:	0599085533

Experimental study of wave breaking and wave-structure interaction.
Chang, Kuang-An.

Experimental study of wave breaking and wave-structure interaction. - 198 p.

Source: Dissertation Abstracts International, Volume: 59-11, Section: B, page: 5970.

Thesis (Ph.D.)--Cornell University, 1999.

The particle image velocimetry (PIV) technique was employed to measure the two-dimensional instantaneous velocity distribution under non-breaking and breaking water waves. For the breaking wave study, monochromatic waves with a wave height of 14.5 cm and a wavelength of 121 cm were generated in the intermediate water depth, h, of 20 cm. The wave train breaks at a distance of about 2h from the wave generator. Measurements were taken in the domain from about 1h upstream of the breaking point to about 4h downstream. By repeating the experiments and performing the ensemble average, the mean velocity, mean vorticity, turbulence intensity and other flow properties such as the Reynolds stress and the mean strain rate were calculated. Using the experimental data, we examined the transport equation for turbulence kinetic energy. The turbulence dissipation rate and its time scale were also estimated. In addition, the PIV technique was used to measure the instantaneous vertical vortices generated by breaking waves.

ISBN: 0599085533Subjects--Topical Terms:

783781
Engineering, Civil.

Experimental study of wave breaking and wave-structure interaction.
LDR:03361nmm 2200301 4500 001 1819086
005 20061004161453.5
008 130610s1999 eng d
020 $a 0599085533
035 $a (UnM)AAI9910225
035 $a AAI9910225
040 $a UnM $c UnM
100 1 $a Chang, Kuang-An. $3 1908385
245 1 0 $a Experimental study of wave breaking and wave-structure interaction.
300 $a 198 p.
500 $a Source: Dissertation Abstracts International, Volume: 59-11, Section: B, page: 5970.
500 $a Advisor: Philip L.-F. Liu.
502 $a Thesis (Ph.D.)--Cornell University, 1999.
520 $a The particle image velocimetry (PIV) technique was employed to measure the two-dimensional instantaneous velocity distribution under non-breaking and breaking water waves. For the breaking wave study, monochromatic waves with a wave height of 14.5 cm and a wavelength of 121 cm were generated in the intermediate water depth, h, of 20 cm. The wave train breaks at a distance of about 2h from the wave generator. Measurements were taken in the domain from about 1h upstream of the breaking point to about 4h downstream. By repeating the experiments and performing the ensemble average, the mean velocity, mean vorticity, turbulence intensity and other flow properties such as the Reynolds stress and the mean strain rate were calculated. Using the experimental data, we examined the transport equation for turbulence kinetic energy. The turbulence dissipation rate and its time scale were also estimated. In addition, the PIV technique was used to measure the instantaneous vertical vortices generated by breaking waves.
520 $a The pseudo turbulence, which is inevitable with the use of a large field of view, was found in the PIV turbulence measurements. We have shown that the pseudo turbulence is mainly contributed by the bias error, which is the discrepancy between the true position of the particle image and the position calculated from the pixel array data with inadequate pixel resolution. To remedy the situation, one must first find the relation between the bias error and the mean particle displacement and then remove the pseudo turbulence in the measurements. To demonstrate the procedure, the evolution of a breaking wave was investigated.
520 $a In the second part of the thesis, the interactions of water waves and a submerged impermeable bottom-mounted rectangular obstacle were studied. Rectangular obstacles with the height to water depth ratio, Dh, of 0.25 and 0.5 were used. Both solitary waves and cnoidal waves were tested. The instantaneous velocity and vorticity were obtained by using the PIV technique. The generation and evolution of the vortices due to flow separation at the corners of the obstacles were demonstrated. The mean velocity, mean vorticity, and turbulence intensity were also computed by applying the phase-average method. A modified form of Reynolds number was found to be the dominant parameter to govern the vortex strength. The correlation between the vortex strength and the turbulence intensity was also investigated.
590 $a School code: 0058.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Physics, Fluid and Plasma. $3 1018402
690 $a 0543
690 $a 0759
710 2 0 $a Cornell University. $3 530586
773 0 $t Dissertation Abstracts International $g 59-11B.
790 1 0 $a Liu, Philip L.-F., $e advisor
790 $a 0058
791 $a Ph.D.
792 $a 1999
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9910225