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U.S. EPA: NCEA/Global Change
Research Program
Jim Pizzuto and students
University of Delaware
Changing Climate and Land Use in
the Mid-Atlantic:Modeling Drivers
and ConsequencesGEOMORPHOLOGY
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Outline
EPA STAR Water & Watersheds projectgoals and some selected results
EPA NCEA/GCRP Effects of Jointly
Changing Climate and Land Use 1: This
Project goals and proposed products
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EPA STAR Water & Watersheds
projectgoals To develop and calibrate a model that
forecasts, conditional on land use changes
through time, stream morphology andsediment characteristics at decadal time scales
throughout a watershed.
To collect observations at a fine spatial grain
within watersheds to determine how spatialpattern and history of watershed development
influence stream morphology
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A Watershed Scale Geomorphic Model for
a Network of Gravel-bed Rivers
FORECAST changes in bed elevation
(slope), depth, width, bed mobility, the
grain size distribution of the bed and banksediment throughout a watershed over
decadal timescales.
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COMPONENTS OF A WATERSHED
SCALE RIVER EVOLUTION MODEL
Governing Equations (sub-models that represent
important processes)
Boundary Conditions (sediment flux boundarycondition a focus for this project (EPANCEA/GCRP Effects of Jointly Changing Climate and Land
Use)
Initial Conditions Spatial Discretization
Temporal Discretization
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Submodels of Important Processes
Thehydraulic sub-modelwill be used to predict water depthand
from discharge and channel characteristics.
The bedload transport sub-modelwill quantify bedload transport
ratesfor each grain size fraction. The sediment continuity sub-model will employ a modified Exner
equation for mixtures of sand and gravel to predict changes in bed
elevation.
The washload sub-modelwill route suspended silt and clay through
channel networks, accounting for deposition on the floodplain, bed,and banks, and for erosion from the bed and banks.
The channel cross-section submodelwill account for bank erosion
and deposition and lateral channel migration.
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Some Preliminary Modeling Results
A Test CaseGood Hope Tributaryof Paint Branch, Maryland
Try to reproduce changes in width andextent of channel migration 1951-1996.
Try to compute measured sediment budget.
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Estimate Changes in Morphology,
1952-1996 Using Regression Equations
Based on Land Use
0
0.5
1
1.5
2
2.5
3
3.5
0 5 10 15 20
Horizontal Distance (meters)
Depth(meters)
Good Hope Tributary - 1998
Hollywood Tributary - 1998
Good Hope Tributary - 1952
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Model Computations of Width
versus Time
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FIELD DATA
Measurements of Channel Morphology,
Sediment Characteristics, Post-Settlement
Allluviation at 62 sites
Needed to determine initial conditions for
forecasting channel change, model
calibration, etc.
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Field Sites
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Paint Branch Site 6 (19)
-3.5
-3
-2.5
-2
-1.5
-1
-0.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Width
Depth
6/15/01 1/26/96
Cross Sectional Geometry Survey: an example
Width determined from location of
post settlement paleosol
depth
paleosol
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Slope is Determined from
Longitudinal Profiles at Each Site
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Other activities
Mapping thickness of overbank
sedimentation post European settlement
Evaluating sediment budgets
Historical observations of channel
morphology
Calibrating bedload transport functions
using bucket samplers
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Grain Size Data: an example
PB6
0
20
40
60
80
100
1 10 100 1000
D
%
2001 pointcount+weight 1996 pointcount 2001 pointcount
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EPA NCEA/GCRP Effects of Jointly Changing Climate
and Land Use 1: This Project goals and products
Produce preliminary model predictionsshowing interactions between climate/land
use change on a typical Maryland Piedmontwatershed .
Developa convincingmethodology forforecasting sediment delivery to 1storder
streams
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Preliminary Model Predictions
for a Typical Watershed
Clarify key processes and parameters that
are either likely to be particularly importantor where our understanding is insufficient
Produce some generalized "scenario"
forecasts that will provide the basis forsubsequent detailed predictions of the
effects of climate change.
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Some Questions to Answer
1) What are the nature and magnitudes of geomorphic
changes to stream channels that are likely to occur under
reasonable scenarios of land use and climate changes in
the watershed?
2) What parameters in the model have the strongest
influence on forecasted changes?
3) How does uncertainty in model parameters influence
uncertainty in model forecasts?
4) Do specific spatial patterns of development either
amplify or dampen the effects of climate changes?
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Sediment Supply to First-order
Streams The upstream boundary condition needed to
route sediment through a network of stream
channels. No established method exists for
urban/suburban watersheds
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Approach
L iterature reviewof relevant studies on sediment
supply in urban/suburban piedmont watersheds.
Analysis of existing l i teratureand data to suggest
the most significant sources and how these sourcesare likely to change under different climate
scenarios.
Evaluatecurrent models for predicting changes in
sediment supply in the context of changingclimate and land use.
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The Product
Identify HOW to model changes in
sediment supply,
Determine what field data are needed tocalibrate realistic models for sediment
production under changing land uses and
climate.
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Existing Data
Historical observations
Ongoing data collection (many sources)
New initiatives just being established
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Historical Observations (Yorke
and Herb, 1978)
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Historical Observations
Regression equations relating sediment
yield to % of the basin under construction
(Yorke and Herb, 1978) % construction only explains 50% of
variance.
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Combine Regression Equations
with Historical GIS dataFraction of the Watershed Under Construction, 1952-1998
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0.035
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Year
Fraction
UnderConstruction
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Evaluate Existing Strategies
RUSLE, WEPP, etc.
Chesapeake Bay Program HSPF based model
Ongoing and new initiatives (Johns Hopkins/Stateof MD Patuxent Watershed study, Gwynns Falls
Watershed urban LTER, etc.)
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