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Research at Virginia Tech By Dr. John M. Galbraith May 2006

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  • Research at Virginia Tech

    ByDr. John M. Galbraith

    May 2006

  • Jim Baker

    • Updated the VALUES database in Virginia– Dataset of all soil series with soil properties and yields

    of crops and forages– Data is used for land value assessment and for

    nutrient management planning

    • Research is conducted by VA Dept. Health employees supervised by Jim on septic system efficiency and suitability of C horizons for percolation

  • Dr. Matt Eick and Lucien Zelazny

    • P-index for Virginia (progress)

  • Carl Zipper

    • Powell River Research and Education Center Director– (With Galbraith and Prisley and Wynne) – Carbon sequestration potential for marginal

    farmland in VA under various future land use scenarios

    • Based on STATSGO and HEL definition• Identifies marginal cropland and current land use• Identifies buffers around streams in cropland that

    may be reforested

  • W. Lee Daniels• Mineral sand mining reclamation

    – Sand mining removes entire regolith, separates heavy mineral sands, replaces dispersed sediment back into pits.

    – Problems• sands and clays (slimes) separated vertically and horizontally

    in the deposit• Topsoil replaced when slimes are still wet or not replaced at

    all– Solutions

    • Work the soil when dry, rip 2 directions, apply phosphorus and lime and seed to a mixture of legumes and nurse crops

    • Second or third year, return to normal cropping and fertilization

  • W. Lee Daniels

    • Mountaintop Mining– (With Haering and Galbraith and Thomas)

    Four articles published on mapping and reclamation of mine soils

    – Recognition of densic horizons and restricted depth classes

    – 2 new series proposed on mined areas– Recognition of impeded drainage classes– Subsidence interpretations– Land use interpretations

  • W. Lee Daniels

    • N-index – With Pat Donovan, developing a N-index for

    soil management in VA

  • W. Lee Daniels

    • Wetlands– Working with VDOT to develop an

    assessment of their wetland mitigation success – 10 pairs of mitigated wetlands-reference wetlands, study near completion

    – Recommendations for reclamation, creation, and mitigation of wetlands for state agencies and consultants

  • Differential Soil Properties at Fort Lee (Cummings, 1999)

    0-15 cm pH % C % N

    Reference 4.76 2.89 0.18

    Mitigation 5.31 0.82 0.07

  • Differential Soil Properties at Fort Lee (Cummings, 1999)

    Bulk DensityMg/m3

    Surface(0-15 cm)

    Subsurface(70 cm)

    Reference 0.71 1.42

    Mitigation 1.75 1.71

  • W. Lee Daniels

    • Acid-Sulfate soils– Problem

    • Very low pH• Poor water quality• Corrosion steel and concrete• Toxic to fish and microbes• Subsidence

    – Solution• Identify location of deposits• Classify the potential hazards of each deposit

  • Inside the culvert at Clifton Forge

  • o PPA < 10 Mg CaCO3/1000 Mg material (total-S < 0.2%): can readily be managed.

    o PPA 10 - 60 Mg CaCO3/1000 Mg material (total-S = 0.2 - 2%): can be remediated with intense management.

    o PPA > 60 Mg CaCO3/1000 Mg material (total-S > 2%): extremely difficult to remediate.

    If sulfidic materials can have high pH values, then how do we know how bad they are?

    Potential peroxide acidity (PPA) and total-S

  • Compiling a state-wide sulfide hazard map for Virginia: the final

    map.

    Sulfides undocumented1

    2

    3

    4

    Sulfides documentedN

    Sulfides undocumented

  • Compiling a state-wide sulfide hazard map for Virginia: the final map.

    All formations, based on draft version of digital

    geologic map of Virginia.

    CharacterizedNot characterized

    Sulfides documented. Acid potential unknown.

    Sulfides not documented.

    1: PPA < 10; S < 0.5%.

    2: PPA < 10; S > 0.5%.

    3: PPA 10 - 60.

    4: PPA - more than 10% of samples > 60.

  • John Galbraith

    Focus Areas– Wetlands: Inventory, Soils, Hydrology, and

    Mitigation– Mine Soil: Reforestation potential, Mapping,

    Classification, Interpretation, and Hydrology– Urban Soil: Mapping, Classification,

    Interpretation, and Hydrology– GIS Resource Inventory and Analysis (SOC)– Decision Support Systems and User Guides

  • DSS Projects

    http://clic.cses.vt.edu/SoilsInfo/– Va_Septic – based on Soil Data Viewer– Va_On-site – based on VHD regulations– SSURGO 2.x User’s Guide– Pasture Land Management System (PLMS)– Charts for Ver. 5.0 Field Indicators of Hydric

    Soils (soon to be available at Mid-Atlantic Hydric Soils Committee web site)

  • John Galbraith

    • Andy Jones, Galbraith, Burger, Fox, Zipper– Problem – Abandoned mine soils are

    intentionally compacted, smoothed, seeded to fescue and Sericea lespedeza, and grazed. Native seedlings cannot reestablish.

    – Solution - Identify soils where establishment of trees is economically and environmentally feasible and cost-effective.

  • Forest Capability Class

    • We developed a suitability classification based on B.D., % rocks, pH, E.C., slope, aspect, and rooting depth (water holding capacity)

    • Soils can be rated to see if it is economical to plant either hybrid poplar, white pine, native oaks, or if it should be left alone and grazed

  • LandLand--use Effects on Growing Season use Effects on Growing Season Length Indicators in Southeast Virginia Length Indicators in Southeast Virginia

    Wet FlatsWet Flats (Great Dismal Swamp) Amanda C. Burdt and John M. Galbraith

    – Problem: Growing season misses the seasonal high water table, and the growing season used for regulations is incorrect

    – Solution: Measure hydric soils indicators, soil temperatures, growing seasons, and hydrology under three land uses

    (Published 2005)

  • Treatments

    3

    21

    Forest

    Early-successionalfield

    Tilled bare ground

  • Hydroperiod for Hall Property in 2001

    -50

    -40

    -30

    -20

    -10

    0

    10

    20

    12/30/00 2/18/01 4/9/01 5/29/01 7/18/01 9/6/01 10/26/01 12/15/01 2/3/02 3/25/02 5/14/02

    Wat

    er ta

    ble

    dept

    h (c

    m)

    Forest (Well 10)Field (Well 5)Bare ground (Well 3)

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    12/30/00 2/18/01 4/9/01 5/29/01 7/18/01 9/6/01 10/26/01 12/15/01 2/3/02 3/25/02 5/14/02

    Date

    Prec

    ipita

    tion

    (cm

    )

    frost-free days frost-free

    30 cm depth

    rainfall

  • Soil Temperature at 50 cm at Hall

    Crossover of forest treatment occurs in March and SeptemberCrossover of forest treatment occurs in March and September

    ~ 3 to 5 °C

    0

    5

    10

    15

    20

    25

    30

    12/30/00 2/18/01 4/9/01 5/29/01 7/18/01 9/6/01 10/26/01 12/15/01 2/3/02 3/25/02 5/14/02 7/3/02Date

    Soil

    tem

    pera

    ture

    (oC

    )

    ForestFieldBare

    Crossover of forest treatment occurs in March and SeptemberCrossover of forest treatment occurs in March and September

    ~ 3 to 5 °C

    Circles represent times where soil temp. was below 5C. Blue bars are “growing season”

  • Results and Conclusions1. For the Great Dismal Swamp Ecosystem in Southeast Virginia,

    the published frost-free days “growing season” is March 14 to Nov. 29 (259 days) on the east side and March 29 to Nov. 7 (222 days) on the west side.

    2. We found the growing season measured at 50cm to be year round under forest, and all but one week under early successional(field) and under bare cropland.

    3. The coldest days were in the first two weeks of January.

    4. The forest soil was warmer and drier than the field which was warmer and drier than the cropland.

    5. A year round growing season should be declared for all thermicwetlands, maybe all mesic wetlands as well. Frigid?

  • Measuring CO2 efflux from wetland soils under three land uses

    • Problem: Hard to measure soil temperature at 50 cm

    • Solution: Measure CO2 efflux at surface as a measure of biological activity

    • Results and Conclusions: CO2 efflux in Forest > Field > Cropland.

    • Could use 5C to estimate base rate of efflux, use that to see when activity was at a minimum.

    (published 2006)

  • CO2 and Soil Temperature Relations –Treatment Differences

    Note: The relationships between the natural log of the soil CO2 efflux rates and measured soil temperature and moisture at 15 cm were analyzed using multiple regression analysis (Neter et al., 1996) using SAS™ software (Statistical Analysis Systems, Cary, NC).

  • CO2 and the Baseline in a Forest Plot

    0

    5

    10

    15

    20

    25

    30

    35

    40

    2/11

    2/16 3/7 3/20 4/7 5/7 6/6 7/3 8/5 9/2 10/7

    11/3

    11/14 12

    /112

    /14 1/1 1/20 2/2 2/17 3/4 3/16 4/6 5/5 6/13

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    2001 and 2002 Sampling Dates

    Soil

    CO

    2Ef

    flux

    Rat

    es (µ

    mol

    m-2

    s-1)

    Soil

    Tem

    pera

    ture

    (°C

    ) and

    Soi

    l Moi

    stur

    e (%

    )

    Soil Temperature at 15 cm Soil CO2 Efflux Soil Moisture to 15 cm

    (0.3 CO2 baseline)

    CO2 efflux is dependent on soil temperature and moisture. Red – temperature dip

  • HGM, Hydrology and Hydric Soil Indicators in Piedmont Slope Wetlands and Wet

    Floodplains

    • Problem: Soils at inflection point of hill and in floodplain are wet, don’t always meet an indicator

    • Solution: Measure the hydrology and hydric soil technical standard

    • Results and Conclusions: Soils are hydric. In backswamps, water may be oxygenated. At the inflection point, water flows through, may take Fe with it. High OC at inflection point masks indicators.

    (in publication draft stage)

  • Discharge in Humid Riverine Systems With Seeps

    GroundwaterDischarges in rock fissures

    River

    Regional Water Table

    Impermeable layer, possibly bedrock

    Gravelly layer

    Flooding Recharge

    Runoff recharge

    YazoostreamBackswamp

  • Study Site:5 Landscape Positions

    Terraces and Uplands

    InflectionMidpointMidpoint

    LeveeLevee

    River

    Monitoring Well

  • Rt.6

    29

    Levee

    Midpoint

    InflectionInflection

    Upland

    HighlandTerrace

    Monitoring Well

    River

    Non-hydric

    Non-hydric

    Used to develop New Indicator F19

  • Using public domain data to predict the occurrence of hydric soil

    Published 2004

  • Integrating National Wetland Integrating National Wetland Inventory maps using Remote Inventory maps using Remote

    Sensing and GIS toolsSensing and GIS tools

    Eva Pantaleoni and John Galbraith, Virginia Tech

    2006(in progress)

  • Using Remote Sensing to Improve NWI

    • Purpose: To explore the ability of raw ASTER bands and GIS data layers in predicting wetland location using a logistic regression model

    • ASTER bands are able to detect wetland with an accuracy of 28% when open water features are not included in the model.

    • The model improves significantly when soil, hydrographyand elevation data are introduced in the model (accuracy=52% at 0.95 probability level).

    • Most of misclassified wetlands were forested wetlands• Other errors were due to the dry year and

    georectification problems (pixels did not match)

  • Compare this areato ASTER wetlands

  • Compare this areato NWI wetlands

  • Assessment of National Wetlands Inventory (NWI) Landscape Position

    Classification SystemAlexis E. Sandy and John M. Galbraith

    • The National Wetland Inventory (NWI) is a project of the FWS that has produced wetland maps for approximately 90 percent of the coterminous United States (US Fish and Wildlife Service, 2002).

    • They are adding hydrogeomorphic and other characteristic descriptors that are needed for assessment of wetland functions

    • Updating process is still conducted manually

  • Functions Implied by Landscape Position Descriptors

    • Functions Implied– Surface water detention– Stream flow maintenance– Shoreline stabilization– Nutrient transformation– Sediment retention

    • Procedure: 180 wetlands representing 6 landscape positions were visited and soils, vegetation, and hydrology indicators recorded.

    • The data were input to see if they clustered and differentiated enough to be diagnostic for making an automated method to identify the 6 positions.

  • PRELIMINARY RESULTS: Wetland Plant Status

    ES1

    ES2ES3ES4

    ES5ES6

    ES7ES8ES9ES10

    ES11

    ES12ES13ES14ES15

    ES16

    ES17

    ES18ES19

    ES20

    ES21ES22

    ES23

    ES24

    ES25ES26

    ES27ES28ES29

    ES30

    LE1

    LE2

    LE3LE4

    LE5

    LE6

    LE7

    LE8

    LE9

    LE10

    LE11

    LE12LE13LE14

    LE15LE16

    LE17LE18LE19LE20

    LE21

    LE22

    LE23

    LE24

    LE25LE26

    LE27

    LE28

    LE29

    LE30

    LR1LR2

    LR3

    LR4LR5

    LR6LR7

    LR8LR9

    LR10

    LR11

    LR12

    LR13

    LR14

    LR15

    LR16

    LR17

    LR18

    LR19LR20

    LR21

    LR22LR23LR24LR25

    LR26LR27

    LR28LR29

    LR30

    LS1 LS2

    LS3LS4

    LS5

    LS6

    LS7

    LS8LS9

    LS10

    LS11

    LS12

    LS13

    LS14

    LS15LS16

    LS17

    LS18

    LS19LS20LS21

    LS22

    LS23

    LS24

    LS25

    LS26LS27 LS28

    LS29LS30

    TE1

    TE2

    TE3

    TE4

    TE5

    TE6

    TE7TE8

    TE10

    TE11

    TE12TE13TE14

    TE15

    TE16

    TE19TE20

    TE23

    TE25

    TE26

    TE27TE28

    TE29

    TE30

    TE31

    TE32

    TE33

    TE34

    TE35

    TE36

    PO1PO2

    PO3

    PO4

    PO5

    PO6

    PO7

    PO8

    PO9

    PO10

    PO11PO12

    PO13

    PO14

    PO15

    PO16PO17

    PO18 PO19

    PO20

    PO21

    PO22

    PO23

    PO24

    PO25

    PO26

    PO27

    PO28

    PO29

    PO30

    Axis 1

    Axis 2

    •Stress = 0.136

    •Dimensions = 3

    Legend:ES = EstuarineLE = LenticLS = Lotic StreamLR = Lotic RiverPO = PondTE = Terrene

  • PRELIMINARY RESULTS: Hydrology Primary & Secondary

    Indicators

    ES1ES2ES3ES4ES5ES6ES7ES8ES9ES10ES11ES12ES13ES14ES15ES16ES17ES18ES19ES20ES21ES22ES23ES24ES25ES26ES27ES28ES29ES30

    LE1

    LE2

    LE3LE4LE5

    LE6

    LE7

    LE8

    LE9

    LE10

    LE11

    LE12

    LE13

    LE14

    LE15LE16

    LE17 LE18

    LE19

    LE20

    LE21

    LE22

    LE23 LE24

    LE25

    LE26

    LE27

    LE28

    LE29

    LE30

    LR1LR2LR3LR4LR5LR6LR7LR8LR9LR10LR11LR12LR13LR14LR15LR16LR17LR18LR19LR20LR21LR22LR23LR24LR25LR26LR27LR28LR29LR30

    LS1LS2

    LS3

    LS4

    LS5

    LS6

    LS7

    LS8LS9

    LS10

    LS11LS12

    LS13

    LS14

    LS15

    LS16

    LS17

    LS18

    LS19

    LS20

    LS21 LS22

    LS23

    LS24

    LS25 LS26LS27

    LS28

    LS29

    LS30

    TE1

    TE2

    TE3

    TE4

    TE5

    TE6

    TE7

    TE8

    TE10

    TE11

    TE12

    TE13

    TE14

    TE15TE16

    TE19

    TE20

    TE23

    TE25

    TE26

    TE27TE28

    TE29

    TE30

    TE31TE32

    TE33

    TE34

    TE35

    TE36

    PO1

    PO2

    PO3

    PO4PO5PO6PO7

    PO8PO9

    PO10

    PO11PO12

    PO13PO14

    PO15PO16

    PO17

    PO18PO19

    PO20

    PO21

    PO22

    PO23PO24

    PO25

    PO26

    PO27

    PO28

    PO29

    PO30

    Axis 1

    Axis 2

    •Stress = 0.097

    •Dimensions = 3

    Legend:ES = EstuarineLE = LenticLS = Lotic StreamLR = Lotic RiverPO = PondTE = Terrene

  • PRELIMINARY RESULTS: Field Hydric Soil Indicators

    •Stress = 0.117

    •Dimensions = 3

    Legend:ES = EstuarineLE = LenticLS = Lotic StreamLR = Lotic RiverPO = PondTE = Terrene

    ES1ES2ES3ES4ES5ES6ES7ES8ES9 ES10ES11ES12ES13ES14ES15 ES16ES17ES18ES19 ES20ES21ES22ES23ES24ES25ES26 ES27ES28ES29 ES30

    LE1

    LE2

    LE3

    LE4

    LE5

    LE6LE7

    LE8

    LE9

    LE10

    LE11

    LE12

    LE13

    LE14

    LE15

    LE16

    LE17

    LE18

    LE19

    LE20

    LE21

    LE22

    LE23

    LE24

    LE25

    LE26

    LE27LE28

    LE29

    LE30

    LR1LR2LR3LR4LR5LR6LR7LR8

    LR9

    LR10LR11

    LR12LR13

    LR14LR15

    LR16

    LR17LR18

    LR19

    LR20

    LR21

    LR22LR23LR24LR25LR26LR27

    LR28LR29

    LR30

    LS1LS2LS3LS4

    LS5

    LS6LS7

    LS8

    LS9LS10LS11LS12LS13LS14LS15LS16LS17LS18LS19LS20LS21LS22LS23LS24LS25

    LS26LS27

    LS28

    LS29

    LS30

    TE1

    TE2

    TE3

    TE4

    TE5

    TE6

    TE7

    TE8TE10TE11

    TE12

    TE13TE14

    TE15

    TE16

    TE19TE20

    TE23

    TE25

    TE26TE27TE28

    TE29TE30

    TE31TE32

    TE33TE34TE35TE36

    PO1

    PO2

    PO3

    PO4

    PO5PO6

    PO7PO8

    PO9

    PO10PO11

    PO12

    PO13

    PO14

    PO15

    PO16

    PO17

    PO18

    PO19

    PO20

    PO21

    PO22 PO23

    PO24

    PO25

    PO26PO27PO28

    PO29

    PO30

    Axis 1

    Axis 2

  • PRELIMINARY RESULTS

    Distance Measure Axis Stress† Increment Cumulative Axis Pair r Orthogonality

    -------%-------1 0.255 0.660 0.660 1 vs 2 -0.438 80.92 0.190 0.116 0.776 1 vs 3 0.288 91.73 0.136 0.118 0.893 2 vs 3 -0.205 95.8

    1 0.344 0.441 0.441 1 vs 2 -0.167 97.2Jaccard 2 0.179 0.247 0.687 1 vs 3 0.095 99.1

    3 0.097 0.272 0.960 2 vs 3 -0.130 98.3

    1 0.368 0.237 0.237 1 vs 2 -0.058 99.7

    Jaccard 2 0.185 0.334 0.571 1 vs 3 -0.164 97.3

    3 0.117 0.318 0.889 2 vs 3 0.346 88.0† Kruskal's Stress Measure; stress of 0.20 = poor; 0.10 = fair; 0.050 = good; 0.025 = excellent; 0.000 = perfect.

    Hydrology Primary and Secondary Indicators

    Hydric Soil Characteristics

    and Field Indicators of Hydric Soil

    Bray-Curtis (Sorenson)

    R2

    Wetland Plant Indicator Status

    Table I-1. Measures of Kruskal's stress, proportion of variance explained (R2), and orthogonality for dimensions retained for NWI landscape position classes as a result of a Non-metric Multidimensional Scaling (NMS) analysis. Analysis is based on field validated wetland plant occurrence, hydrology primary and secondary indicators, and hydric soil characteristics and field indicators of hydric soil.

  • Other Wetland-related Studies– Multi-state Problem Red Parent Materials Study

    – Multi-state Piedmont Floodplains Indicator Study

    – Proposed (Multi-state Young Sandy Dune Soils Indicator) may include use of Lidar and multispectral data to ID and locate sandy wetlands and use of photospectroscopy to ID SOC content in sandy soils

    – Eh change/time in-situ study (leave for 4 hrs)

    – Impact of roads on wetlands in rural and suburban Virginia Coastal Plain areas

    – Using Wetness Index to enhance NHD stream network data in the Ridge and Valley

    – Mine Soil Wetlands and Series Drainage Class Study at Powell River

  • Hydrology and drainage class study for coal mine soils

    Neo-wetlands formed in 20 years on mine soil in southwest Virginia. Soils with dense, compacted subsoils perch water on or near the surface, forming wetlands. The soils range from somewhat excessively drained to very poorly drained, yet are mapped as a consociation of excessively drained soils with a few wet spot symbols.

  • Urban Soils Hydrology Study

    • In Fairafx Co., VA we have selected two-three sites where we will install piezometernests to determine hydrologic drainage patterns in representative urban soils

    • Study to begin in 2006

  • Research Programs• Wetlands and Stream Ecology http://clic.cses.vt.edu/soils/wetlands/Wetlands_VT_2006.pdf

    • GIS, GPS, and Remote Sensing http://clic.cses.vt.edu/soils/OGIS.pdf