Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
Online ISSN : 2185-467X
ISSN-L : 2185-467X
Annual Journal of Hydraulic Engineering, JSCE, Vol.59
ANALYSIS OF WIND-INDUCED RESPONSE OF A STRATIFIED LAKE BY FULLY-NONLINEAR AND STRONGLY-DISPERSIVE THREE-LAYER MODEL
Keisuke NAKAYAMAYuto YOSHIETetsuya SHINTANITaro KAKINUMAHoang Duc NGUYENYukinobu SATOKatsuaki KOMAI
Author information
JOURNAL FREE ACCESS

2015 Volume 71 Issue 4 Pages I_793-I_798

Details
Abstract
This study describes the development of a three-layer model based on a fully-nonlinear and strongly-dispersive internal wave model and its application to a stratified lake response. The efficient numerical model for three-layer system is needed to analyze non-linear and non-hydrostatic lake response as a two-layer model often fails to illustrate realistic stratified lake responses. Therefore, this study aims to develop a three-layer model based on the fully-nonlinear and strongly-dispersive internal wave model (the three-layer FSI model). The three-layer FSI model was verified by simulating the belt-driven three-layer laboratory experiments by Stevens & Imberger (1996). The present model well predicts the measured results of the experiments and supports the classification by the Wedderburn number and Csanady’s theory. The computed results also show the importance of non-hydrostatic pressure on the generation of the internal solitary wave during upwelling process.
Content from these authors
© 2015 Japan Society of Civil Engineers
Previous article Next article
feedback
Top