hydrological modeling of the santa fe river basin:...

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NLDAS -2 FARM SCALE DATA REGIONAL WATERSHED MODELING OBJECTIVES THE SANTA FE RIVER BASIN HYDROLOGICAL MODELING APPROACH SURFACE WATER MODELING: SOIL AND WATER ASSESSMENT TOOL (SWAT) GROUNDWATER MODELING: MODFLOW N orth F lorida S outh E ast G eorgia (NFSEG) Groundwater Flow Model PRELIMINARY RESULTS: COUPLING FUTURE WORK ACKNOWLEDGEMENTS HYDROLOGICAL MODELING OF THE SANTA FE RIVER BASIN: TWO STAR - CROSSED MODELS 0 - 0.5 mm 0.5 - 1 mm 2.5 - 3.5 mm 2 - 2.5 mm 1.5 - 2 mm 1 - 1.5 mm 2 meter Digital Elevation Model NLCD Land Cover SSURGO Soils Jan 1999 Jan 2000 Jan 2001 Jan 2002 Jan 2003 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 Q (cms) Figure 1: Location of the Santa Fe River basin and subsequent nutrient loading sources and concentrations for springs and rivers. Figure 2: Stratigraphic framework for principal aquifers within the basin boundaries. Image courtesy FDEP - www.floridadep.gov Figure 3: Depiction of karst landscapes and processes. Image courtesy www.waltonoutdoors.com Unconfined Confined Couple a surface and groundwater flow model using the Soil and Water Assessment Tool (SWAT) and MODFLOW The SWAT model enables us to Assess different weather/climate scenarios Evaluate alternative land use/water management practices Simulate surface water quality Quantify nutrient leaching to the aquifer Estimate changes in stream discharge over time Figure 6: MODFLOW Grid showing river cells and discretization Precipitation Temperature Relative Humidity Solar Radiation Wind Speed FOREST SCALE DATA Weather/Climate Scenarios Management Practices Land Cover Changes The MODFLOW-RT3D model enables us to: Capture the heterogeneity of the geologic system 7 layers Highly variable permeability Simulate water and nitrate exchange between river and aquifer Predict groundwater levels and nitrate concentrations through time in different layers Surficial Aquifer Intermediate Aquifer System Floridan Aquifer System (FAS) Springs and rivers Developed by the St. Johns Water Management District (SJWMD) and Suwannee River Water Management District (SRWMD) Simulates regional groundwater flow for the extent of the FAS in order to assess the impacts of water resource management decisions (Pumping, MFL’s) Clipping the NFSEG model Figure 10: Particle tracking to establish groundwater flow boundaries into the Santa Fe River basin Figure 11: Results of the groundwater flow boundaries which out SWAT model domain was clipped to match as well Figure 9: Boundaries of the NFSEG (dark outline) and the location of our clipped model Figure 7: Vertical layering of each of the 7 stratigraphic units Figure 8: Groundwater levels from Floridan Aquifer System (layer 3) Generates Figure 4: SWAT-MODFLOW hydrological tasks. Image courtesy of www.floridanwater.org Profit Water Use Nutrient Leached Regional Economy Flow Compliance Nutrient Compliance Regional Economy BMP Adoption Social Value Water Use Nitrate Leached Crop Yield -4 150 -2 150 0 100 2 100 4 50 50 0 0 Figure 12: SWAT-MODFLOW Framework in the context of the Santa Fe River Basin Figure 15: Surface and groundwater exchange for select sites on the confined (A) and unconfined (B) Figure 14: Observed and simulated (monthly) discharge at 02320700 gaging station. Figure 13: Difference between average recharge for the year (2009) simulated in SWAT-MODFLOW and NFSEG PHASE I PHASE II Model has been coupled and data generated Continue calibration and validation of coupled model Patricia Spellman 1 , David Kaplan 1 , and Wendy Graham 2 1 Environmental Engineering Sciences Department, Agricultural and Biological Engineering Department and UF Water Institute Low : -1.94394 High : 24.1606 m Low : -1.94394 High : 24.1606 Columns Rows Recharge Difference (mm) Couple a surface and groundwater model to adequately represent the unique hydrology of the Santa Fe River basin (Phase I) To quantify how changing climate, land use and management practices impact water quality and quantity, and to assess tradeoffs among water quantity, quality, and economic sustainability (Phase II) m I would like to thank my colleagues, Sagaritha Rath and Rob de Rooj for additional insight and information on this work. I would also like to thank Ryan Bailey from Colorado State for unbounded generosity and help on the project. 1999 2000 2001 2002 2003 2004 0 2 4 6 8 10 12 14 16 Exchange (m 3 /d) 10 4 1999 2000 2001 2002 2003 2004 0 2 4 6 8 10 12 14 16 Exchange (m 3 /d) 10 4 A B A B Figure 5: SWAT Model schematic showing inputs and sample outputs Low : 0 High : 76 Nutrient contribution sources courtesy of Florida DEP BMAP Report. Estimates obtained via NSILT USGS Gage: 2321500 USGS Gage: 2322500 m Image courtesy www.swat.tamu.edu A B A B 0 500 1000 1500 2000 Q (cms) Modeled Observed

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  • NLDAS -2

    FARM SCALE DATA

    REGIONAL WATERSHED MODELING OBJECTIVES

    THE SANTA FE RIVER BASIN

    HYDROLOGICAL MODELING APPROACH

    SURFACE WATER MODELING: SOIL AND WATER ASSESSMENT TOOL (SWAT)

    GROUNDWATER MODELING: MODFLOW

    North Florida SouthEast Georgia (NFSEG) Groundwater Flow Model

    PRELIMINARY RESULTS: COUPLING

    FUTURE WORK

    ACKNOWLEDGEMENTS

    HYDROLOGICAL MODELING OF THE SANTA FE RIVER BASIN: TWO STAR-CROSSED MODELS

    0 - 0.5 mm

    0.5 - 1 mm

    2.5 - 3.5 mm

    2 - 2.5 mm

    1.5 - 2 mm

    1 - 1.5 mm2 meter Digital Elevation Model NLCD Land Cover SSURGO Soils

    Jan 1999 Jan 2000 Jan 2001 Jan 2002 Jan 2003

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    1.4

    1.6

    Q (c

    ms)

    Figure 1: Location of the Santa Fe River basin and subsequent nutrient loading sources and concentrations for springs and rivers.

    Figure 2: Stratigraphic framework for principal aquifers within the basin boundaries. Image courtesy FDEP -www.floridadep.gov

    Figure 3: Depiction of karst landscapes and processes. Image courtesy www.waltonoutdoors.com

    UnconfinedConfined

    Couple a surface and groundwater flow model using the Soil and Water Assessment Tool (SWAT) and MODFLOW

    The SWAT model enables us to

    • Assess different weather/climate scenarios

    • Evaluate alternative land use/water management practices

    • Simulate surface water quality

    • Quantify nutrient leaching to the aquifer

    • Estimate changes in stream discharge over time

    Figure 6: MODFLOW Grid showing river cells and discretization

    Precipitation

    Temperature

    Relative Humidity

    Solar Radiation

    Wind Speed

    FOREST SCALE DATA

    Weather/Climate Scenarios

    Management Practices

    Land Cover Changes

    The MODFLOW-RT3D model enables us to:

    • Capture the heterogeneity of the geologic system• 7 layers• Highly variable permeability

    • Simulate water and nitrate exchange between river and aquifer

    • Predict groundwater levels and nitrate concentrations through time in different layers

    • Surficial Aquifer • Intermediate Aquifer System• Floridan Aquifer System (FAS)

    • Springs and rivers

    • Developed by the St. Johns Water Management District (SJWMD) and Suwannee River Water Management District (SRWMD)

    • Simulates regional groundwater flow for the extent of the FAS in order to assess the impacts of water resource management decisions (Pumping, MFL’s)

    Clipping the NFSEG model

    Figure 10: Particle tracking to establish groundwater flow boundaries into the Santa Fe River basin

    Figure 11: Results of the groundwater flow boundaries which out SWAT model domain was clipped to match as well

    Figure 9: Boundaries of the NFSEG (dark outline) and the location of our clipped model

    Figure 7: Vertical layering of each of the 7 stratigraphic units

    Figure 8: Groundwater levels from Floridan Aquifer System (layer 3)

    Generates

    Figure 4: SWAT-MODFLOW hydrological tasks. Image courtesy of www.floridanwater.org

    Pro

    fit

    Water Use

    Nutrient Leached

    Reg

    iona

    l Eco

    nom

    y

    Flow Compliance

    Nutrient Compliance

    Reg

    iona

    l Eco

    nom

    y

    BMP Adoption

    Social Value

    Water Use

    Nitrate Leached

    Crop Yield

    -4

    150

    -2

    150

    0

    100

    2

    100

    4

    5050

    0 0

    Figure 12: SWAT-MODFLOW Framework in the context of the Santa Fe River Basin

    Figure 15: Surface and groundwater exchange for select sites on the confined (A) and unconfined (B)

    Figure 14: Observed and simulated (monthly) discharge at 02320700 gaging station.

    Figure 13: Difference between average recharge for the year (2009) simulated in SWAT-MODFLOW and NFSEG

    PHASE I

    PHASE II

    • Model has been coupled and data generated

    • Continue calibration and validation of coupled model

    Patricia Spellman1, David Kaplan1, and Wendy Graham21Environmental Engineering Sciences Department, Agricultural and Biological Engineering Department and UF Water Institute

    Low : -1.94394

    High : 24.1606 m

    Low : -1.94394

    High : 24.1606

    ColumnsRows

    Rech

    arge

    Di

    ffere

    nce

    (mm

    )

    • Couple a surface and groundwater model to adequately represent the unique hydrology of the Santa Fe River basin (Phase I)

    • To quantify how changing climate, land use and management practices impact water quality and quantity, and to assess tradeoffs among water quantity, quality, and economic sustainability (Phase II)

    m

    I would like to thank my colleagues, SagarithaRath and Rob de Rooj for additional insight andinformation on this work. I would also like tothank Ryan Bailey from Colorado State forunbounded generosity and help on the project.

    1999 2000 2001 2002 2003 2004

    0

    2

    4

    6

    8

    10

    12

    14

    16

    Exch

    ange

    (m3

    /d)

    10 4

    1999 2000 2001 2002 2003 2004

    0

    2

    4

    6

    8

    10

    12

    14

    16

    Exch

    ange

    (m3

    /d)

    10 4

    A

    B

    A

    B

    Figure 5: SWAT Model schematic showing inputs and sample outputs

    Low : 0

    High : 76

    Nutrient contribution sources courtesy of Florida DEP BMAP Report. Estimates obtained via NSILT

    USGS Gage: 2321500

    USGS Gage: 2322500

    m

    Image courtesy www.swat.tamu.edu

    A

    B

    AB

    0

    500

    1000

    1500

    2000

    Q (c

    ms)

    Modeled Observed

    https://en.wikipedia.org/wiki/Floridan_aquifer#/media/File:Generalized_cross_section_from_Marion_County,_Florida,_to_Collier_County,_Florida.pnghttps://en.wikipedia.org/wiki/Floridan_aquifer#/media/File:Generalized_cross_section_from_Marion_County,_Florida,_to_Collier_County,_Florida.png

    Slide Number 1