Boundary Layer Structure Under Wave-Mud Interactions

被引：0

作者：

Hsu, Wen-Yang ^{[1
]}

Yang, Ray-Yeng ^{[1
]}

Hsu, Tian-Jian ^{[2
]}

Torres-Freyermuth, Alec ^{[3
]}

Hwung, Hwung-Hweng ^{[4
]}

机构：

[1] Natl Cheng Kung Univ, Int Wave Dynam Res Ctr, Taina Hydraul Lab, Tainan 70101, Taiwan

[2] Univ Delaware, Ctr Appl Coastal Res, Dept Civil & Environm Engn, Newark, DE USA

[3] Univ Nacl Autonoma Mexico, Inst Ingn, Lab Ingn & Proc Costeros, Sisal, Yucatan, Mexico

[4] Natl Cheng Kung Univ, Int Wave Dynam Res Ctr, Dept Hydraul & Ocean Engn, Tainan 70101, Taiwan

来源：

INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING | 2014年 / 24卷 / 04期

基金：

美国国家科学基金会;

关键词：

Wave-mud interaction; kaolinite; rheology; surface wave damping; velocity profiles; CASSINO BEACH; COAST; MODEL; WATER;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Wave-mud interaction is investigated via laboratory experiments and numerical modeling. We concurrently measure the free-surface elevation, boundary layer velocities, and rheology, which allows us to reveal the viscosity response of fluid mud under different wave loadings. The commonly adopted constant viscosity assumption is evaluated via linear and nonlinear wave-mud interaction models. Finally, the applicability of Newtonian rheology is evaluated.

引用

页码：247 / 252

页数：6

共 25 条

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