Evolution of Tidal Vorticity in Stratified Coastal Flow

Author(s):  
Geno Pawlak ◽  
Parker MacCready ◽  
Kathleen A. Edwards ◽  
Ryan M. McCabe

The lifespan of a tidal eddy generated by flow around a coastal headland is examined. Field observations of a tidal headland eddy at Three Tree Point, WA (USA) are presented that examine the temporal evolution of the flood tide separation eddy from its generation, through the eddy release at the turn of the tide, until its dissipation during subsequent tidal cycles. Ship-based acoustic profiling examines the vertical structure of the velocity field and subsurface drogued drifters are used to track the horizontal motion of the flow structure. Drifter tracks from successive days at similar phases of the tide indicate that flow structure is repeatable. The combined set of drifter tracks is used to obtain an estimate of eddy lifetime. Time scales for vorticity decay of less than a tidal period are significantly shorter than simple estimates using boundary friction would imply. This finding suggests that the internal wave response of the stratified flow over the sloping headland plays a significant role in the dissipation of vorticity. Field observations are compared with results from numerical modeling that also suggest that baroclinic effects are significant.

2014 ◽  
Vol 14 (9) ◽  
pp. 2627-2635 ◽  
Author(s):  
Z. Feng ◽  
B. Li ◽  
Y. P. Yin ◽  
K. He

Abstract. Calcareous mountainous areas are highly prone to geohazards, and rockslides play an important role in cliff retreat. This study presents three examples of failures of limestone cliffs with subhorizontal bedding in the southwestern calcareous area of China. Field observations and numerical modeling of Yudong Escarpment, Zengzi Cliff, and Wangxia Cliff showed that pre-existing vertical joints passing through thick limestone and the alternation of competent and incompetent layers are the most significant features for rockslides. A "hard-on-soft" cliff made of hard rocks superimposed on soft rocks is prone to rock slump, characterized by shearing through the underlying weak strata along a curved surface and backward tilting. When a slope contains weak interlayers rather than a soft basal, a rock collapse could occur from the compression fracture and tensile split of the rock mass near the interfaces. A rockslide might shear through a hard rock mass if no discontinuities are exposed in the cliff slope, and sliding may occur along a moderately inclined rupture plane. The "toe breakout" mechanism mainly depends on the strength characteristics of the rock mass.


2016 ◽  
Vol 52 (3) ◽  
pp. 1591-1606 ◽  
Author(s):  
Ylva Sjöberg ◽  
Ethan Coon ◽  
A. Britta K. Sannel ◽  
Romain Pannetier ◽  
Dylan Harp ◽  
...  

2011 ◽  
Vol 34 (1) ◽  
pp. 29-47 ◽  
Author(s):  
V. Ranga Rao ◽  
N. T. Reddy ◽  
J. Sriganesh ◽  
M. V. Ramana Murthy ◽  
Tad S. Murty

Ports 2016 ◽  
2016 ◽  
Author(s):  
Yang Zhang ◽  
Bill Paparis ◽  
Hemming Schäffer ◽  
Daniela Ostrovsky

2009 ◽  
Vol 56 (11-12) ◽  
pp. 1153-1172 ◽  
Author(s):  
P. Ruggiero ◽  
D.J.R. Walstra ◽  
G. Gelfenbaum ◽  
M. van Ormondt

Sign in / Sign up

Export Citation Format

Share Document