Dynamics Of Internal Solitary Wave And Bottom Boundary Interaction

dc.contributor.authorAghsaee, Payamen
dc.contributor.departmentCivil Engineeringen
dc.contributor.supervisorBoegman, Leonen
dc.date2011-12-22 16:12:40.959
dc.date2011-12-23 15:03:29.76
dc.date.accessioned2012-01-10T19:41:13Z
dc.date.available2012-01-10T19:41:13Z
dc.date.issued2012-01-10
dc.degree.grantorQueen's University at Kingstonen
dc.descriptionThesis (Ph.D, Civil Engineering) -- Queen's University, 2011-12-23 15:03:29.76en
dc.description.abstractThe breaking of internal solitary waves (ISWs) of depression shoaling upon a uniformly sloping boundary in a smoothed two-layer density field was investigated using high-resolution two-dimensional simulations. The simulations were performed for a wide range of boundary slopes S∈[0.01,0.3] and wave slopes. Over steep slopes (S≥0.1), three distinct breaking processes were observed; surging, plunging and collapsing breakers which are associated with reflection, convective instability and boundary layer separation, respectively. Over mild slopes (S≤0.05), nonlinearity varies gradually and the wave fissions into a train of waves of elevation after it passes through the turning point where solitary waves reverse polarity. The dynamics of each breaker type were investigated and the predominance of a particular mechanism was associated with a relative developmental timescale. The breaker type was characterized in wave slope S_w versus S space and the reflection coefficient (R), modeled as a function of the internal Iribarren number, was in agreement with other studies. The same 2D model was applied to investigate boundary layer separation-driven global instability, which is shown to play an important role in breaking of shoaling ISWs. The simulations were conducted with waves propagating over a flat bottom and shoaling over relatively mild (S=0.05) and steep (S=0.1) slopes. Combining the results over flat and sloping boundaries, a unified criterion for vortex shedding is proposed, which depends on the momentum thickness Reynolds number and the non-dimensionalized ISW-induced pressure gradient at the point of separation. The criterion is generalized to a form that may be readily computed from field data and compared to published laboratory and field observations. During vortex shedding, the bed shear stress, vertical velocity and near-bed Reynolds stress were elevated, implying potential for sediment re-suspension. Laboratory experiments were also performed to study three-dimensionality (3D) of global instability. Our results agree with previous laboratory experiments, using the proposed pressure gradient parameter and Reynolds number. The 3D effects prevent the vortices from ascending as high as they do in 2D simulations. The instabilities were not able to re-suspend sediments with 20 µm median diameters, which suggests applying lighter sediments, as finer sediments will be cohesive and dynamically different.en
dc.description.degreePhDen
dc.identifier.urihttp://hdl.handle.net/1974/6949
dc.language.isoengen
dc.relation.ispartofseriesCanadian thesesen
dc.rightsThis publication is made available by the authority of the copyright owner solely for the purpose of private study and research and may not be copied or reproduced except as permitted by the copyright laws without written authority from the copyright owner.en
dc.subjectSediment Re-Suspesionen
dc.subjectStratified Flowen
dc.subjectWave Breakingen
dc.subjectGlobal Instabilityen
dc.subjectEnvironmental Fluid Dynamicsen
dc.subjectInternal Solitary Wavesen
dc.titleDynamics Of Internal Solitary Wave And Bottom Boundary Interactionen
dc.typethesisen
Files
Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
Aghsaee_Payam_201112_PhD.pdf
Size:
3.72 MB
Format:
Adobe Portable Document Format
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.64 KB
Format:
Item-specific license agreed upon to submission
Description: