Abstract/Details

Perimeter exchange, hydrodynamics, and scalar transport in an estuary


2010 2010

Other formats: Order a copy

Abstract (summary)

The exchange of flow and scalars between an estuary and its perimeter controls the hydrodynamics in the estuary's fringes as well as along its axis. The flow and scalar fields in these two regions are coupled through tidally-driven lateral exchange. The physical processes that regulate this exchange operate on tidal timescales (hours, days) and respond to perturbations such as meteorological events and morphologic changes. The long-term, or residual, effects of this system of processes define the physical and ecological functioning of an estuary by controlling its morphology, salt field, and distribution of flows. In this dissertation research, field observations and theoretical analysis are used to explore the influence of an estuary’s exchange with its perimeter on flow and scalar fields at tidal and residual timescales. In-situ measurements of flow velocity and water properties were collected in a macrotidal slough in the South San Francisco Bay lined by mudflats and recently connected to former salt ponds.

The interplay between tidal flows, bathymetry, and the longitudinal salt gradient define the pattern of stratification and mixing during a tidal cycle. The mechanism of tidal straining combined with the longitudinal baroclinic pressure gradient typically work together to enhance stratification on ebb tides and break it down through active mixing on flood tides. In the presence of sharp bathymetric transitions, such as the shoal-channel interface, the typical dynamics can be overwhelmed by local exchange. On flood tides, baroclinically-driven lateral circulation between the channel and mudflats freshens the surface layer in the channel, and reduces its velocity, producing a sub-surface velocity maximum. The input of buoyancy and the velocity shear result in stable stratification. On ebb tides, outflow from the mudflats transports trapped, high-salinity water over the freshening bottom layer, producing strong lateral shear and unstable stratification near the channel-mudflat boundary. As the ebb tide progresses and the mudflat outflow decelerates, the water column becomes well-mixed, and exhibits increased turbulent motions that result from shear and buoyant production. In short, lateral exchange in this tidal channel has reversed the classical pattern of stratification at the mudflat-channel boundary.

The transport of suspended sediment through an estuary is determined by an intricate system of physical, biological, and chemical processes. The physical transport dynamics are sometimes described by a balance of particle settling and turbulent resuspension, but in a tidal channel that exchanges with a complex perimeter, this balance is overly simple. Along the channel’s axis, resuspension is the main mechanism elevating suspended sediment concentrations on the flood, and particle settling reduces concentrations when slack tide arrives. On the ebb, horizontal advection results in quickly recovering concentrations of sediment before turbulent stresses increase enough to suspend material from the bed. Tidal asymmetries reflect the role of the settling and scour lags, and make this balance an unsteady one where the net transport is landward. The tidal asymmetry reverses and increases in magnitude in response to wet weather as newly deposited material works its way down-estuary on successive ebb tides. In the presence of irregular bathymetry, such as near the channel-mudflat boundary and inside a breached salt pond, much of the sediment deposited in the shallows cannot be resuspended on the ebb due to strong friction opposing tidal forcing, resulting in net deposition. The combination of low concentrations of suspended sediment in the shallows on ebb tides with bathymetrically generated shear in local velocities produces the periodic occurrence of high sediment concentrations near the water surface and low concentrations near the bed. This establishes the importance of the role of lateral advection on ebb tides. The presence of complex bathymetry therefore requires that horizontal advection and unsteadiness be accounted for when describing the mechanisms driving transport of suspended sediment.

Understanding dispersion of scalars, such as salt and sediment, in an estuary over long timescales is critical for estuarine physics as well as managing the influence of humans on the environment. An irregular shoreline and accompanying bathymetry result in tidal trapping, a dispersive mechanism that arises from differences in phasing of flow velocities and scalar concentrations between the estuary’s axis and its perimeter, as well as the variations in mixing between these regions. Classical theories describing the residual effects of tidal trapping assume that exchange between the estuary and perimeter is diffusive, but this framework neglects the role of tidal advection, such as the filling and draining of side-embayments, and the branching of flows into channel networks. A new theoretical framework is developed to represent estuarine dispersion from tidal trapping driven by advective exchange. The new advective framework compares well to observations.

Indexing (details)


Subject
Physical oceanography;
Civil engineering;
Environmental engineering
Classification
0415: Physical oceanography
0543: Civil engineering
0775: Environmental engineering
Identifier / keyword
Applied sciences; Earth sciences; Estuarine dispersion; Hydrodynamics; Irregular perimeter; Lateral exchange; Perimeter exchange; Scalar transport; Tidal trapping
Title
Perimeter exchange, hydrodynamics, and scalar transport in an estuary
Author
MacVean, Lissa Jillian
Number of pages
167
Publication year
2010
Degree date
2010
School code
0028
Source
DAI-B 72/05, Dissertation Abstracts International
Place of publication
Ann Arbor
Country of publication
United States
ISBN
9781124529837
Advisor
Stacey, Mark T.
Committee member
Dietrich, William E.; Katopodes Chow, Fotini
University/institution
University of California, Berkeley
Department
Civil and Environmental Engineering
University location
United States -- California
Degree
Ph.D.
Source type
Dissertations & Theses
Language
English
Document type
Dissertation/Thesis
Dissertation/thesis number
3444850
ProQuest document ID
859246673
Copyright
Database copyright ProQuest LLC; ProQuest does not claim copyright in the individual underlying works.
Document URL
http://search.proquest.com/docview/859246673
Access the complete full text

You can get the full text of this document if it is part of your institution's ProQuest subscription.

Try one of the following:

  • Connect to ProQuest through your library network and search for the document from there.
  • Request the document from your library.
  • Go to the ProQuest login page and enter a ProQuest or My Research username / password.