Internal hydraulic jumps with upstream shear

dc.contributor.author Ogden, Kelly A.
dc.date.accessioned 2016-12-15T18:01:21Z
dc.date.available 2016-12-15T18:01:21Z
dc.date.issued 2017-02
dc.description Submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy at the Massachusetts Institute of Technology and the Woods Hole Oceanographic Institution February 2017 en_US
dc.description.abstract Internal hydraulic jumps in flows with upstream shear are investigated numerically and theoretically. The role of upstream shear has not previously been thoroughly investigated, although it is important in many oceanographic flows such as exchange flows and stratified flow over topography. Several two-layer shock joining theories, characterized by their distribution of dissipation in the jump, are considered and extended to include upstream shear, entrainment, and topography. Theoretical results are also compared to 2D and some 3D numerical simulations of the full Navier-Stokes equations, which allow continuous velocity and density distributions. The solution space of idealized jumps with small upstream shear is identified using twolayer theories, which shows that upstream shear allows larger jumps to form and allows jumps for a larger range of parameters. Numerical simulations reveal several jump structures that can occur in these flows, including an undular bore, a fully turbulent jump, and a smooth front turbulent jump. At low shear, the 2D mixing efficiency is constant across simulations. As shear increases, the basic two-layer theories no longer provide solutions. Numerical simulations show that entrainment becomes significant as the shear increases, and adding entrainment and shape parameters to describe the continuous velocity profiles is required to accurately describe the simulations using two-layered theory. The entrainment depends on the upstream shear and can be predicted with a modified theory. However, use of the theory is limited due to its sensitivity to the value of the shape parameters. The 2D mixing efficiency also decreases significantly as shear increases. Finally, more realistic 2D and some 3D simulations including topography bridge the gap between the highly idealized simulations and the very realistic work of others. Simulations with topography show additional jump types, including a higher mode jump with a wedge of homogeneous, stagnant fluid similar to a structure seen in Knight Inlet. In all cases, numerical simulations are used to identify trends in the mixing and jumps structures that can occur in internal hydraulic jumps. en_US
dc.description.sponsorship This work was supported by National Science Foundation grant OCE-1029672, the H. B. Bigelow Chair of the Woods Hole Oceanographic Institution, and the Natural Sciences and Engineering Research Council of Canada. en_US
dc.identifier.citation Ogden, K. A. (2017). Internal hydraulic jumps with upstream shear [Doctoral thesis, Massachusetts Institute of Technology and Woods Hole Oceanographic Institution]. Woods Hole Open Access Server. https://doi.org/10.1575/1912/8598
dc.identifier.doi 10.1575/1912/8598
dc.identifier.uri https://hdl.handle.net/1912/8598
dc.language.iso en_US en_US
dc.publisher Massachusetts Institute of Technology and Woods Hole Oceanographic Institution en_US
dc.relation.ispartofseries WHOI Theses en_US
dc.title Internal hydraulic jumps with upstream shear en_US
dc.type Thesis en_US
dspace.entity.type Publication
relation.isAuthorOfPublication 1ba55c67-58c5-47e9-95c5-75cf55a09cd9
relation.isAuthorOfPublication.latestForDiscovery 1ba55c67-58c5-47e9-95c5-75cf55a09cd9
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