+ All Categories
Home > Documents > pizzutoGeomorph.ppt

pizzutoGeomorph.ppt

Date post: 04-Jun-2018
Category:
Upload: navinnaithani
View: 219 times
Download: 0 times
Share this document with a friend

of 28

Transcript
  • 8/14/2019 pizzutoGeomorph.ppt

    1/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    2/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    3/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    4/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    5/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    6/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    7/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    8/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    9/28

    Model Computations of Width

    versus Time

  • 8/14/2019 pizzutoGeomorph.ppt

    10/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    11/28

    Field Sites

  • 8/14/2019 pizzutoGeomorph.ppt

    12/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    13/28

    Slope is Determined from

    Longitudinal Profiles at Each Site

  • 8/14/2019 pizzutoGeomorph.ppt

    14/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    15/28

    Grain Size Data: an example

    PB6

    0

    20

    40

    60

    80

    100

    1 10 100 1000

    D

    %

    2001 pointcount+weight 1996 pointcount 2001 pointcount

  • 8/14/2019 pizzutoGeomorph.ppt

    16/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    17/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    18/28

    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?

  • 8/14/2019 pizzutoGeomorph.ppt

    19/28

    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

  • 8/14/2019 pizzutoGeomorph.ppt

    20/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    21/28

    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.

  • 8/14/2019 pizzutoGeomorph.ppt

    22/28

    Existing Data

    Historical observations

    Ongoing data collection (many sources)

    New initiatives just being established

  • 8/14/2019 pizzutoGeomorph.ppt

    23/28

    Historical Observations (Yorke

    and Herb, 1978)

  • 8/14/2019 pizzutoGeomorph.ppt

    24/28

    Historical Observations

    Regression equations relating sediment

    yield to % of the basin under construction

    (Yorke and Herb, 1978) % construction only explains 50% of

    variance.

  • 8/14/2019 pizzutoGeomorph.ppt

    25/28

    Combine Regression Equations

    with Historical GIS dataFraction of the Watershed Under Construction, 1952-1998

    0

    0.005

    0.01

    0.015

    0.02

    0.025

    0.03

    0.035

    19

    52

    19

    54

    19

    56

    19

    58

    19

    60

    19

    62

    19

    64

    19

    66

    19

    68

    19

    70

    19

    72

    19

    74

    19

    76

    19

    78

    19

    80

    19

    82

    19

    84

    19

    86

    19

    88

    19

    90

    19

    92

    19

    94

    19

    96

    19

    98

    Year

    Fraction

    UnderConstruction

  • 8/14/2019 pizzutoGeomorph.ppt

    26/28

  • 8/14/2019 pizzutoGeomorph.ppt

    27/28

    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.)

  • 8/14/2019 pizzutoGeomorph.ppt

    28/28