nisqually delta sediment budget & transport dynamics
DESCRIPTION
Presentation given by: Eric Grossman, USGSTRANSCRIPT
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Nisqually Delta Sediment Budget & Transport Dynamics to Inform Restoration and Climate Change Planning
Eric Grossman, U.S. Geological Survey
Nisqually Indian Tribe PCMSC, WAWSC WERC, WFRC
Guy Gelfenbaum, Andrew Stevens, Chris Curran, Steve Rubin, Mike Hayes
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How do physical processes redistribute sediment and organics to shape marshes, channels, nearshore/tidal flats?
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Tides/Hydrodynamics
Fish, Substrate, Invertebrates (food-prey) Elevation, Vegetation, Water Quality
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lost
Sediment Delivery
Conceptual Model and Methods
Methods: 1. GIS-Based “RAP” Model 2. Hydrodynamic Model 3. Field Measurements
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Sediment
1. “Rapid Assessment Protocol” - Potential Sediment Accretion
lost
Distribute sediment load scaled by transport connectivity
Data Needs: 1. Sediment load 2. Topography (DEM) 3. Tidal Data
USGS, 1974; This study 20-100k TY
Czuba et al. 2011 20-100K TY 4.5-23.0K m3/yr
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lost
20-100K TY 4.5-23.0K m3/yr
Grossman and Horne (in prep)
11-28%
1. “Rapid Assessment Protocol” - Potential Sediment Accretion Distribute sediment load scaled by transport connectivity
Data Needs: 1. Sediment load 2. Topography (DEM) 3. Tidal Data
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20-100K TY 4.5-23.0K m3/yr
11-28%
Grossman and Horne (in prep)
lost
1. “Rapid Assessment Protocol” - Potential Sediment Accretion Distribute sediment load scaled by transport connectivity
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FLOW WAVES
2 or 3D
TRANSP BOTTOM
Bathymetry
wave - current interaction
2. Process-based hydrodynamic & sediment transport model
Sediment transport (van Rijn, 1993) Dynamic Morphology Wetting drying Vegetation – momentum (Baptist, 2005; Uittenboogaard, 2003)
Delft3D couples:
~20-30 m grid resolution in the restoration area
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Tidal forcing well characterized 2. Delft3D hydrodynamic & sediment transport model
Tidal inundation reasonably modeled; some channels not resolved properly
Tidal channel currents well modeled for portions of the tidal cycle. Roughness (vegetation) not properly characterized, yet!
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Role of vegetation on hydrodynamics & sediment information need
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Modeled Connectivity
1-Month time period, Avg river discharge:
70 m3/s
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3. Field Measurements - Methods
Currents, SSC, X-Sections (Synoptic: tides, Qw)
Tides, Currents, Turbidity (2-yr, 3-mo; 5-min)
River Discharge, Sediment Load (2-yrs; 15-min)
Fluvial Inputs
Nearshore Hydrodynamics
1 3
WL
WL
WL
WL
WL
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3. Field Results: Fluvial inputs, WY2011
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3. Field Results: Fluvial inputs, WY2011
Fines (silts and clays) ~48% of total load
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3. Field Results: River-Marsh Connectivity
= 0.19 mean Marsh Turbidity
River Turbidity
River Turbidity
Marsh Turbidity
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3. Field Results: Channel Velocities, Discharge
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McAllister
Area1
Madrone
Leschi
Area3
-10.1 cms
2.1 cms
1.1 cms
3.1 cms
2.2 cms
3. Field Results: Channel Discharge
Small Net Flow in (1.6 cms, <6% river)
10.1 2.1 1.1 3.1 2.2
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3. Field Measurements: Nearshore Sediments & Flux
Suspended sediment tracks ~1:1 with turbidity
Nearshore turbidity 20-50% of river
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3. Field Results: Channel Sediment Flux
Net Flux into Marshes (370 m3/yr)
10.1 2.1 1.1 3.1 2.2
Potential Accretion ~0.12mm/yr
0.12 mm/yr
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44M m3 of sediment since 1945 (14-70x annual load)
Vulnerability? Cumulative Impacts? Adaptive Management?
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Nearshore Response: Extensive channel incision
Feb 2009 Aug 2011
2 m
25 m
2009
2011
1-2 m of incision 10-40 m widening ~5 km of channels
Sediment redistributed 367,500 m3
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Nearshore Response: Sand export
Photo=Jul 2011
Mapping Aug 2012
50m
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Jul 2010
Sand bar
incision
Leading edge
Nearshore Response: Sand export
Jul 2009
Leading edge
McAllister Creek
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“Functional” Channel Habitat – Salinity Gradients
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“Functional” Channel Habitat – Salinity
high tide
2 hrs into ebb River
Salt Wedge
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Climate Change and Sea Level Rise
Observations following maximum model prediction
Rate ~3.75 mm/yr (2x the 20th century Marshes and coastal habitats response?
IPCC. 2007; Church and White, 2011
Lower rate due to wind stress?
Will sea level rise accelerate if it relaxes? Brominski et al. 2011
Winds/Waves
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1964 Low Marsh Boundary
Low Marsh Boundary 1964 2004
“Green” Infrastructure: Coastal habitats to buffer impacts
2012 Restoration
Example, Stillaguamish Delta
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GCM-RCM Dynamic Downscaling: Hydrology, Sediment
ECHAM5* & CCSM3 (A1B, A2)
WRF
Variable Infiltration Capacity (6km)
DHSVM (100m2)
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Curran and Grossman (In Review)
Increase and earlier seasonal runoff
Seasonal sediment transport model
Projected Climate Impacts to Sediment Delivery
Increase in flood and sediment
Hamlet and Grossman (in prep)
2080s
Sedi
men
t Loa
d (M
T/m
onth
)
4
3
2
1
0
2010
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Adaptive Management Opportunity?
Simulated levee breach
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Model Results – Mud Deposition
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http://coastalresilience.org
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Flow to marsh = 3-6% of the river Suspended sediment concentrations = 20-50% river Sand exporting from marshes
Potential Accretion Rate: <2 mm/yr (RAP); <0.3 mm/yr (measurements) 2010-2011 river flow was low
Adaptive Management: 1-Alder Lake traps >15x equiv. annual sediment load to delta 2-New Distributary?
Climate Change Adaptation and Resilience 1-Changes in Sediment delivery and fate 2-Sea level rise/waves (erosion, channel salinities) 3-Ecosystem functional response?
Information Needs 1-Interaction of vegetation-hydrodynamics-geomorphology 2-Test fish use of “functional” channels (salinity gradients)
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[email protected] Western Washington University
Any interested students please contact Eric
Coastalresilience.org
Salishsearestoration.org
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Simulated Flood Event
Investigate three scenarios
1. Flow Only (tides and river flood)
2. Flow and Waves (tides, river flood, and waves)
3. Flow + River Breach (tides, river flood, and river breach)
Modeling Approach – Fine
Sediment Dispersal