Research Interests
My research program examines various
aspects of erosion and sedimentation primarily in fluvial systems through the
use of experimentation, theory, field studies, and numerical modeling. The overall
goals of the research are to quantify flow and sediment transport processes
using an interdisciplinary approach and to determine the impact of these processes
on river form and function, water quality and ecology, landscape evolution,
and watershed infrastructure and integrity. This work is fundamentally important
because sediment is one of the leading causes of water quality impairment nationwide,
and soil erosion is the leading cause of soil degradation worldwide. Excessive
sedimentation also reduces the performance of flood-control reservoirs and increases
risks to flooding within river corridors. Below is a brief description of these
activities, divided into four categories.
Sediment Transport Processes
in Streams and Rivers
For uniform and steady flows in rivers, the entrainment and transport of sediment
of various sizes, shapes, and densities depend on the gravitational and frictional
forces keeping the grains in place, the time- and space-varying fluid forces
acting to move and suspend the particles, and the development of bedforms that
further modulate boundary layer characteristics. Work to date, utilizing state-of-the-art
instrumentation, has focused on the following topics.
- The entrainment, transport,
and deposition of sediments with varying size, shape, and density
- The discrimination of
fluid and sediment phases within sediment-laden, open channel flows
- The modulation of turbulence
by bedload and suspended load transport in rivers
- Bedform development,
stability, and transition in rivers, their interaction with turbulent flow,
their growth from initially flat-bed boundaries, and the effect of sediment
gradation on bedform characteristics and mass flux
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Phase
Doppler anemometer described in Bennett et al. (1998; flow is right to
left) |
RIpple
bedforms described in Venditti et al. (2005; flow is left to right) |
Low-relief bedwave
(bedload sheet) described in Kuhnle et al. (2006) |
Some representative papers
recently published include:
- Venditti, J.G., M.A.
Church, and S.J. Bennett, 2006, On interfacial instability as a cause of transverse
sedimentary bedforms. Water Resources Research, 42(7), W07423, 10.1029/2005WR004346.
- Kuhnle, R.A., J. Horton,
S.J. Bennett, and J.L. Best, 2006, Bed forms in bimodal sand-gravel sediments:
Laboratory and field analysis. Sedimentology, 53, 631-654.
- Venditti, J.G., M.A.
Church, S.J. Bennett, 2005, On the transition between 2D and 3D bedforms.
Sedimentology, 52, 1343-1359.
- Venditti, J.G., M. Church,
and S.J. Bennett, 2005, Morphodynamics of small-scale superimposed sand waves
over migrating dune bed forms. Water Resources Research, 41, W10423,
doi:10.1029/2004WR003461.
- Wren, D.G., S.J. Bennett,
B.D. Barkdoll, and R.A. Kuhnle, 2005, Variability in suspended-sediment concentration
over mobile sand beds. Journal of Hydraulic Engineering, 131(8),
733-736.
Erosion Processes on
Hillslopes and Upland Areas
Rill and gully development in upland concentrated flows occur as a discrete
soil erosion process intimately related to the occurrence and upstream migration
of headcuts. These areas of intense, localized erosion often are the primary
cause of soil loss and the dominant source of sediment yield from agricultural
landscapes. The formation, growth, and migration of headcuts has been linked
to the concentration of overland flow, rill and gully erosion and development,
erosion of bedrock channels, the initiation of drainage systems and landscape
evolution, and the response of landscapes to land use change and extreme hydrologic
events. Work to date, utilizing specially-designed experimental facilities and
state-of-the-art instrumentation, has focused on the following topics.
- Systematic behavior of
headcut growth, development, and upstream migration in concentrated flows
with varying boundary conditions
- Turbulent flow structure
and bed pressure distributions within the plunge pool region downstream of
a migrating headcut
- Application of impinging
jet theory to soil erosion processes due to headcut migration
- Integral time- and length-scales
for headcut development and migration
- Modeling of soil erosion
processes due to headcut migration and plunge-pool scour
- Modeling gully development,
migration, and widening on agricultural fields in spatially-varied, unsteady
flows and its integration into AGNPS
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Actively
migrating headcut described in Bennett et al. (2000; flow is from left
to right) |
Velocity
magnitude within a headcut plunge pool described in Bennett and Alonso
(2006; flow is from left to right) |
Some representative papers
recently published include:
- Gordon, L.M., S.J. Bennett,
R.R. Wells, and C.V. Alonso, 2007, Effect of soil stratification on the development
and migration of headcuts in upland concentrated flows. Water Resources
Research, 43, W07412, doi: 10.1029/2006WR005659.
- Gordon, L.M., S.J. Bennett,
R.L. Bingner, F.D. Theurer, and C.V. Alonso, 2007, Simulating ephemeral gully
erosion in AnnAGNPS. Transactions of the American Society of Agricultural
and Biological Engineers, 50(3), 857-866.
- Bennett, S.J., and C.V.
Alonso, 2006, Turbulent flow and bed pressure within headcut scour holes due
to plane reattached jets. Journal of Hydraulic Research, 44(4), 510-521.
- Bennett, S.J., and C.V.
Alonso, 2005, Modeling headcut development and migration in upland concentrated
flows. International Journal of Sediment Research, 20(4), 281-294.
- Bennett, S.J., and C.V.
Alonso, 2005, Kinematics of flow within headcut scour holes on hillslopes.
Water Resources Research, 41, W09418, doi:10.1029/2004WR003752.
Sedimentation Issues
in Flood-control Reservoirs
There are more than 75,000 dams in the continental U.S., and these structures
provide opportunities for navigation, hydroelectric power, irrigation, flood
reduction, and hazard protection. Yet these dams divide or segment watersheds
with respect to water, sediment, nutrient transfer, and ecosystem dynamics.
Because reservoirs effectively trap sediment, these impoundments have proven
to be important environmental “archives” of changes in water quality
parameters, land use, and sediment yield. The overall goals of the current research
program are to assess the sediment impounded by these dams in terms of the structure’s
ability to regulate floodwaters and the potential hazard these sediments may
pose to the environment. Work to date, utilizing various techniques, has focused
on the following topics.
- Discriminating post-impoundment
sediment accumulations using stratigraphic, geochronologic, and geophysical
techniques
- Determining the textures,
spatial distributions, and rates of reservoir sedimentation at local and regional
scales
- Use of reservoir sediments
as environmental, geomorphic, and hydrologic archives
- Quantifying the geochemical
characteristics of the sediment impounded within reservoirs and their effect
on the environment
- Use of acoustic, sub-bottom
profiling to map impounded sediment and its comparison to vibracoring and
stratigraphic analysis
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Stratigraphic
intrepretation of impounded sediment described in Bennett and Dunbar (2003) |
Vibracore
system on Grenada Lake, MS described in Bennett et al. (2005) |
Some representative papers
recently published include:
- Bennett, S.J., and F.E.
Rhoton, 2007, Reservoir sedimentation and environmental degradation: Assessing
trends in sediment-associated trace elements in Grenada Lake, MS. Journal
of Environmental Quality, 36, 815-826.
- Davidson, G.R., S.J.
Bennett, W.C. Beard, II, and P. Waldo, 2005, Trace elements in sediments of
an aging reservoir in rural Mississippi: Potential for mobilization following
dredging. Water, Air, & Soil Pollution, 163(1-4), 281-292.
- Bennett, S.J., F.E.
Rhoton, and J.A. Dunbar, 2005, Texture, spatial distribution, and rate of
reservoir sedimentation within a highly erosive, cultivated watershed: Grenada
Lake, MS. Water Resources Research, 41(1), W01005, doi:10.1029/2004WR003645.
- McGeehin, J., G.S. Burr,
G. Hodgins, S.J. Bennett, J.A. Robbins, N. Morehead, and H. Markewich, 2004,
Stepped-combustion 14C dating of bomb carbon in lake sediment.
Radiocarbon, 46(2), 893-900.
- Bennett, S.J., and J.A.
Dunbar, 2003, Physical and stratigraphic characteristics of sediments impounded
within flood control reservoirs, Oklahoma. Transactions of the American
Society of Agricultural Engineers, 46(2), 269-277.
Riparian Vegetation and
Fluvial Geomorphology
Because of increased popularity of vegetation in stream restoration and streambank
stabilization programs, there is renewed interest in examining the interactions
between river flow, riparian vegetation, and large woody debris. There are instances,
however, when bank instability causes excessive recruitment of large woody debris,
which can effectively choke downstream river corridors as witnessed along the
Yalobusha River, MS. The overall goals of the current research program are to
assess the interactions between open channel flow and rigid vegetation and to
determine how river flow processes and forms are modulated such vegetation.
Work to date, utilizing various techniques and facilities, has focused on the
following topics.
- Using managed vegetation
plantings to transform a straight, degraded stream corridor into a meandering
planform
- Examining the turbulent-flow
structures created by riparian vegetation and their effects on mixing processes
- Determining the morphologic
and hydraulic adjustment of rivers to vegetation using physical and numerical
models
- Assessing the impact
of large woody debris on river form and function
- Quantifying the drag
on individual vegetal elements as a function of vegetation density and relative
submergence
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Turbulent
flow around emergent, rigid vegetation using particle image velocimetry
described in Bennett (2004; flow is from bottom to top) |
Large
woody debris accumulation along the Yalobusha River, MS (looking upstream) |
Some representative papers
recently published include:
- Jiménez-Hornero, F.J.,
J.V. Giráldez, A.M. Laguna, S.J. Bennett, and C.V. Alonso, 2007, Modeling
the effects of emergent vegetation on an open channel flow using a lattice
model. International Journal for Numerical Methods in Fluids, 55,
655-672.
- Wu, W., F.D. Shields,
Jr., S.J. Bennett, and S.S.Y. Wang, 2005, A depth-averaged, two-dimensional
model for flow, sediment transport, and bed topography in curved channels
with riparian vegetation. Water Resources Research, 41(3), W03015,
doi:10.1029/2004WR003730.
- Bennett, S.J., 2004,
Effects of emergent riparian vegetation on spatially-averaged and turbulent
flow within an experimental channel. In: Riparian Vegetation and Fluvial
Geomorphology, edited by S.J. Bennett and A. Simon, Water Science and
Application Series Volume 8, p. 29-41, American Geophysical Union, Washington,
D.C.
- Bennett, S.J., T. Pirim,
and B.D. Barkdoll, 2002, Using simulated emergent vegetation to alter stream
flow direction within a straight experimental channel. Geomorphology,
44(1-2), 115-126.
- Wallerstein, N., C.V.
Alonso, S.J. Bennett, and C.R. Thorne, 2002, Surface wave forces acting on
submerged logs. Journal of Hydraulic Engineering, 128(3), 349-353.
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