Ogden Modeling Presentationjbcc-iagwsp.org/groundwater/papers/9 18 00 Modeling... · n Incorporated...

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Camp Edwards Camp Edwards Modeling Presentation Modeling Presentation Presented to NGB, AEC, USEPA, MADEP, USGS, AFCEE, and Jacobs Eng. on 9/18/2000 (Contact Ben Gregson, 508-968-5621). Jay Clausen

Transcript of Ogden Modeling Presentationjbcc-iagwsp.org/groundwater/papers/9 18 00 Modeling... · n Incorporated...

Page 1: Ogden Modeling Presentationjbcc-iagwsp.org/groundwater/papers/9 18 00 Modeling... · n Incorporated by EPA into GEMS, 1989 n GEMS commercialized by GSC and incorporated into Windows

Camp Edwards Camp Edwards

Modeling PresentationModeling Presentation

Presented to NGB, AEC, USEPA, MADEP, USGS, AFCEE, and Jacobs Eng.on 9/18/2000 (Contact Ben Gregson, 508-968-5621).

Jay Clausen

Page 2: Ogden Modeling Presentationjbcc-iagwsp.org/groundwater/papers/9 18 00 Modeling... · n Incorporated by EPA into GEMS, 1989 n GEMS commercialized by GSC and incorporated into Windows

Today’s PresentationToday’s Presentation

n Introductionn Backgroundn Current Flow Modeling Activitiesn Planned Modeling Activities

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Massachusetts

Massachusetts Military Reservation

Site LocationSite Location Site LocationSite Location

Impact Area

Massachusetts Military Reservation

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Today’s PresentationToday’s Presentation

n Introductionn Background

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Phase I Soil ResultsPhase I Soil ResultsHydrogeologic Conceptual ModelHydrogeologic Conceptual Model

n Hydrogeologic model consists of 3 layers; unsaturated, saturated, and bedrock.

n Groundwater flow is radial with the center to the southeast of the Impact Area in the J Range Area.

n Depth to groundwater is ~ 100 ft and depth to bedrock is 300-350 ft.

n Geology consist of upward coarsening sequence.

n Aquifer is unconfined and aerobic.

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Hydrogeologic ModelHydrogeologic Model

Groundwater flow is radial with the mound to the southeast of the Impact Area in the J Range Area

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Camp Edwards LithologyCamp Edwards Lithology

ELE

VA

TIO

N I

N F

EE

T (

MS

L)

-100

-50

0

50

100

150

200

Sea Level

LegendVC Sand & GravelF Sand & Silt

Till

Bedrock

Water Table

Well Screen

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Today’s PresentationToday’s Presentation

n Introductionn Backgroundn Current Flow Modeling Activities

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USGS Flow Model SupportUSGS Flow Model Support

n Development of ZOCsn Placement of monitoring wellsn Determination of screen depthsn Identification of potential source areas

for soil samplingn Estimation of migration rates

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Today’s PresentationToday’s Presentation

n Introductionn Backgroundn Current Flow Modeling Activitiesn Planned Modeling Activities

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Phase II Soil ResultsPhase II Soil ResultsProposed FateProposed Fate--andand--Transport StudiesTransport Studies

n Laboratory experiments to define site-specific fate-and-transport parameters

n Fate-and-Transport Modeling

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Planned Site Specific Laboratory ExperimentsPlanned Site Specific Laboratory Experiments

n Batch experiments to evaluate sorption, desorption, and biodegradation.

n Column experiments to derive MMR specific partition coefficient (RDX, HMX, TNT, DNT).

n Determination of MMR specific soil properties (density, porosity, pH, fraction of organic carbon, CEC, and grain size distribution).

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FateFate--andand--Transport Modeling ObjectivesTransport Modeling Objectives

n Predict fate, path, rate, concentrationsn Determine soil screening levels protective

of groundwatern Source identificationn Input for risk models and risk

management decisions

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Modeling ApproachModeling Approach

n Determination of objectives 4n Conceptual model development 4n Model selection 4n Setup and input parameter estimationn Calibrationn Sensitivity analysisn Reconfiguration and calibrationn Scenario simulation modelingn Post simulation analysis

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Phase I Groundwater ResultsPhase I Groundwater ResultsModel RecommendationsModel Recommendations

n SESOIL (Simplified)

n MODFLOW/MT3D (Complex)

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Seasonal Soil Compartment Model (SESOIL)Seasonal Soil Compartment Model (SESOIL)

n Developed for EPA in 1981 by ADLn Modified extensively in 1986, 1988, and

1989 by ORNL n Incorporated by EPA into GEMS, 1989n GEMS commercialized by GSC and

incorporated into Windows platform in 1990 and updated in 1992 and 1995

n SESOIL also incorporated into applications for API, G&M, and CA-EPAs LUFT Manual

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SESOIL DetailsSESOIL Details

n The soil compartment is 3-dn The hydrologic cycle is 1-d (vertical

movement only)n Model accepts time-varying pollutant

loadingn Extensive comparison with other

models, sensitivity analysis, validation, and verification

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SESOIL ApplicationSESOIL Application

n Adopted by HI, MA, MI, NH, NM, and WI for developing soil cleanup standards

n EPAs Office Toxic Substances analyzed and prioritized chemical exposures

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Key SESOIL ParametersKey SESOIL Parameters

n Soil propertiesn Chemical propertiesn Climatic propertiesn Application propertiesn Sublayer soil propertiesn Mixing zone properties

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Soil PropertiesSoil Properties

n Soil databasen Bulk density 4n Intrinsic permeabilityn Disconnectedness Indexn Effective porosity 4n Organic carbon content 4n Cation Exchange Capacityn Freundlich Exponent

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Chemical PropertiesChemical Properties

n Solubility 4n Air diffusion coefficient 4n Henry’s Law 4n Adsorption coefficient (Koc) 4n Soil partitioning coefficient (Kd) 4n Molecular weight 4n Hydrolysis rate *

n Biodegradation rate *

n Complexation rate *

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Climatic PropertiesClimatic Properties

n Climatic databasen Air temperaturen Cloud covern Humidityn Albedon Evapotranspirationn Precipitationn Durationn Number of storms

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Application PropertiesApplication Properties

n Number of years of simulationn Number of soil layersn Application arean Instantaneous or Continuos loadingn Initial soil concentration

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SublayerSublayer Soil PropertiesSoil Properties

n Thicknessn Number of sublayersn Intrinsic permeabilityn Organic carbon contentn Cation Exchange Capacityn Biodegradation raten Adsorption raten Volatilization raten Runoff

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Mixing Zone PropertiesMixing Zone Properties

n Hydraulic conductivityn Horizontal hydraulic gradientn Thickness of mixing zonen Width of contaminated zonen Background concentration