sediment transport over ripples and dunes stephen r mclean, uc santa barbara jonathan nelson, usgs,...
TRANSCRIPT
Sediment Transport over Ripples and Dunes
Stephen R McLean, UC Santa BarbaraJonathan Nelson, USGS, Denver, CO
Thanks to: Sandro Orlandi, University of Bologna
Lindsay Gary, UCSB
Ultimate Goal: predict bedform evolution
System: • Response of flow to topography• Response of sediment to flow• Response of topography to sediment flux
divergence
What is the sediment flux over a dune?
Erosion equation: 1
sb
qt C
Two-dimensional flow:
1 s
b
q
t C x
?sq Bed load or suspended load?
Early, fixed bed experiment- effects of acceleration
SShift relative to upstream ramp crest
Shift relative to reattachment
Shift relative to reattachment
Research Goal: predict bedform evolution• Predict transport rate (Nelson , et
al. tomorrow)• Measure transport rate• Measure near-bed velocity
statistics
• Determine effects of ripples
Experiments
•Goal: determine relationship between flow and transport
1) Characterize flow 2) Measure transport rate
Instrumentation:
•Acoustic Doppler Profiler Velocity along four beams (~1 mm
bin spacing) ~20 Hz sampling freq; not
simultaneous
Quad set-up
Streamwise velocity profile- no upstream ramp
Streamwise velocity profile- with upstream ramp
Reynolds stress- with upstream ramp
Instrumentation:
•Acoustic Doppler Profiler Velocity along four beams (~1 mm bin
spacing) ~20 Hz sampling freq; not simultaneous
•Multiple transducer array (MTA) 32 acoustic transducers (20mm
spacing)
Estimating Transport rate• For two-dimensional flow
erosion equation yields:
0
0
0 0
where
is the bed elevation,
is the sediment volume concentration in the bed and
is the sediment flux at
x
s s b
x
b
s
q q C dxt
C
q x
Flat bed downstream of ramp
Time stack- no upstream ramp
Change in bed elevation- no upstream ramp
Time stack – with upstream ramp
Change in bed elevation- with upstream ramp
Stress and transport- no upstream ramp
Nondimensional transport- no upstream ramp
Stress and transport- with upstream ramp
Non-dimensional transport- with upstream ramp
Stress and transport with and without upstream ramp
Comparison with and without upstream ramp
Stress and transport with and without upstream ramp
Stress and transport with and without upstream ramp
Comparison between beginning and end of run
General Observations• Flow/transport relation not strongly affected by
acceleration– Transport decreases as acceleration increases– Near-bed flow decreases as acceleration increases
also• Concept of critical shear stress plays no role in
lee of a separation zone • Ripples form almost immediately for the flat bed
case• Ripples form on steep slopes with no upstream
flow separation• Ripples do not form on steep slopes downstream
of flow separation• Ripples seem to enhance transport
Transport rate from ripple migration rate
Assumptions:
Transport primarily as bed load Ripples are approximately triangular
1
2sq cH
where c is the propagation speed and H is the ripple height
Erosion equation versus ripple migration