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Applied Research Center Florida International University

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Title: Applied Research Center Florida International University


1
Applied Research CenterFlorida International
University
Remediation and Treatment Technology Development
and Support Modeling Mercury Distribution in the
Watersheds of the Oak Ridge Reservation MIKE
SHE and MIKE 11
2
Water Environmental Resources Group
Rajiv Srivastava, PhD Associate
DirectorGeorgio Tachiev, PhD Project
ManagerAngelique Lawrence, MS, GISP Research
AnalystPrabhakar Pant, MS, PWS Research
ScientistWeihua Zhang, PhD Research
ScientistYelena Katsenovich, PhD Research
Scientist
3
Background
  • FIU-ARC is providing technical assistance and
    performing research on mercury remediation at the
    Oak Ridge site through
  • TASK I Modeling of mercury speciation and
    distribution under buildings at Oak Ridge in the
    soil and groundwater.
  • Provide new insight to the potential risks of
    mercury contamination during D D operations and
    thus develop strategies to minimize it.
  • TASK II Identification and characterization of
    point and non-point sources of mercury in the
    LEFPC watershed to derive a conceptual model for
    the site with regard to mercury mass balance.
  • Re-establishing framework for Hg TMDL criteria
    currently established by EPA.

4
MIKE SHE MIKE 11
  • MIKE SHE - Numerical Integrated Hydrology
    Modeling
  • Covers the entire land phase of the hydrological
    cycle
  • Not just a 3-D numerical groundwater model -
    Includes numerical models for
  • overland flow
  • unsaturated flow
  • solute transport
  • agricultural practice
  • evapotranspiration
  • By default coupled to MIKE 11
  • Ideal for distributed rainfall-runoff modeling
  • MIKE 11 - River and Channel Hydraulics
  • Versatile one-dimensional hydrodynamic software
    package
  • Includes process modules for
  • advection-dispersion
  • water quality and ecology
  • sediment transport
  • rainfall-runoff
  • flood forecasting

5
MIKE SHE Integrated
Surface Water and Ground Water Model
  • Dynamic, user-friendly modeling tool
  • Can simulate entire land phase of hydrologic
    cycle
  • Is applicable on spatial scales ranging from
    single soil profiles (for infiltration studies)
    to regional watershed studies
  • Integrated modeling environment
  • Links regional and local scale models
  • Can be linked to ESRI's ArcView for advanced GIS
    applications
  • Includes advanced tools for
  • Manipulating time varying data
  • Model calibration
  • Water and mass balance analysis
  • Proven track record in hundreds of consultancy
    and research applications worldwide

6
MIKE SHEHydrologic Processes simulated by MIKE
SHE
7
MIKE 11Dynamic modeling of river, channel and
reservoir hydraulics
Industry standard for simulating Flow and water
level Water quality and sediment transport in
rivers, flood plains, irrigation canals,
reservoirs and other inland water
bodies Transport and spreading of conservative
pollutants and constituents with linear decay
(including heat). Dynamic integration with other
DHI software allows integration of river
floodplain models with models for watershed
processes, detailed floodplain representation,
sewer systems coastal processes Links to
external groundwater models and is OpenMI
compliant Significant components for FIU-ARC
work GIS Extension - Powerful extension for
ArcMAP providing features for Catchment/river
delineation Cross-section and DEM data Pollution
load estimates Flood visualization/animation as
2D maps Results presentation/analysis using
Temporal Analyst Stream Flow Characteristics and
Solute Transport modules. Includes Unit
hydrograph method A lumped conceptual continuous
hydrological model A monthly soil moisture
accounting model
Reference Graham, D.N. and M. B. Butts (2005)
Flexible, integrated watershed modelling with
MIKE SHE. Watershed Models, Eds. V.P. Singh
D.K. Frevert Pages 245-272, CRC Press. ISBN
0849336090.
8
MIKE 11Modeling of non-point pollution
9
Thank youQuestions?
10
Thank youQuestions??
11
  • An integrated model showing the groundwater table
    as function of time for a period of 10 years. The
    following specifications are included
  • -evapotranspiration
  • -precipitation
  • -saturated groundwater flow
  • -unsaturated groundwater flow
  • -river flow
  • -exchange between
  • River and groundwater
  • Saturated and usaturated zone

12
COMSOL MultiphysicsEarth Science Module
  • Simulates physics involved in fluid flow, heat
    transfer, and solute transport
  • Includes modeling interfaces for
  • Heat Transfer
  • Richards equation
  • Darcys Law
  • Solute transport in saturated and variably
    saturated media
  • Also offers
  • Unlimited multiphysics couplings - Ties
    seamlessly into COMSOL Multiphysics and other
    auxiliary modules to truly model coupled
    phenomena in the earth. These include
    poroelasticity, electromagnetic fields, acoustic
    and structural behavior, and chemical reactions.
  • Equation-based modeling - All material
    properties, source terms, and boundary settings
    can be represented by any arbitrary function of
    pressure, temperature, concentrations, stress, or
    any other variable or parameter In particular,
    full two-phase flow in porous media can be
    simulated in this way.
  • Accessing data - The module features unsurpassed
    ease with which users can work with
    field-gathered data and then couple these to
    descriptions of material properties.

13
COMSOL Multiphysics 2-Phase Flow in Porous Media
  • Flow of air and water within the domain. Uses
    Richards equation to describe
  • Flow in Saturated zone
  • Flow in Unsaturated zone
  • Gas flow
  • Transport of mercury in variably saturated media
    and in the gas phase. Takes into account exchange
    with infinite layer above the domain by diffusion
    and convection (wind effects)
  • Incorporates physicochemical behavior of Hg in
    soil, water, air phases
  • Adsorption
  • Bio- and chemical transformation

14
Visual MINTEQ
  • This model is used for calculating the
    equilibrium mass distribution among dissolved
    species, adsorbed species, and multiple solid
    phases under a variety of conditions including a
    gas phase with constant partial pressures.
  • Used to calculate equilibrium composition of
    aqueous solutions in ORR groundwater contaminated
    with 0.2µg/L of mercury.
  • Field and laboratory analytical data used in the
    model were acquired from the OREIS database.

15
Visual MINTEQ
  • Mercury binding to humic substances is an
    important process in ground and surface waters.
  • Visual MINTEQ permits use of three (3) different
    models for computing the complexation of mercury
    by dissolved organic matter (DOM).
  • Gaussian
  • Does not seem to compute mercury bound to DOM and
    results with DOM input were not differing from
    the inorganic mercury compounds distribution
    without DOM.
  • NICA-Donnan Model Stockholm Humic Model (SHM)
  • Results from these suggest that mercury is in the
    dissolved phase and almost 99.89 bound to DOM
    with concentrations starting as low as 0.5ppm.
  • NICA-Donnan model is available only for aqueous
    mercury speciation and provides comparison
    between site-specific fulvic acid (FA), which are
    type 1 (carboxylic - FA1) and type 2 (phenolic
    and other - FA2).
  • Preliminary modeling results indicate that the
    percentage of mercury bound to FA1 and FA2
    depends on groundwater ORP conditions.

16
GEMS-PSI   Gibbs Energy Minimization
Selektor(PSI version)for Geochemical
Equilibrium Modeling
  • Broad-purpose geochemical modeling code using an
    advanced convex programming method of Gibbs
    Energy Minimization (GEM) implemented in an
    efficient Interior Points Method (IPM) numerical
    module.
  • Can compute equilibrium phase assemblage and
    speciation in a complex chemical system from its
    total bulk elemental composition at given
    temperature and pressure (optionally, with some
    metastability or kinetic constraints).
  • Chemical interactions involving (dispersed)
    solids, solid solutions, gas mixture, aqueous
    electrolyte  (non-)electrostatic surface
    complexation, and ion exchange can be considered
    simultaneously in the chemical elemental
    stoichiometry ( electrical charge) of the
    system, i.e. without any additional mass balance
    constraints for ligands or surface sites.

17
Progress To Date
  • Delineation of Lower East Fork Poplar Creek
    (LEFPC) and White Oak Creek watersheds/sub-catchme
    nts using ArcGIS and the ArcHydro model.
  • Preliminary simulation of overland and saturated
    flow in the White Oak Creek Watershed using MIKE
    SHE

18
Progress To Date
  • Creation of 3-D mesh for topography of Central
    Bethel Valley area to examine mercury
    contamination within ORNL area at a smaller scale
    as opposed to a watershed perspective.
  • Creation of 3-D visualizations for Central Bethel
    Valley mercury contamination.

Melton Valley Access Rd
Bldgs. 4501/4505
Bethel Valley Rd.
White Oak Creek
2005 GW Hg. Conc. (µg/L)
First Creek
7500 Bridge
19
Path Forward
  • A multidisciplinary approach to complex
    environmental problems
  • Physico-Chemistry, experimental work
  • Transport on microscale
  • GIS and regional modeling
  • Regulatory compliance

20
Project Overview
  • Saltcake dissolution studies
  • Hydraulic properties of saltcake simulants
  • Oxidative Leaching
  • Gas Release and Retention
  • Modeling of flow through saltcake

21
Saltcake Dissolution
22
Saltcake Dissolution
Experimental Scale
23
Saltcake Dissolution
Preferential Flow and DIssolution
24
Saltcake Dissolution
Beginning and end of dissolution
25
Saltcake Dissolution
Retrieval Efficiency
26
Saltcake Dissolution
Sodium Retrieval Patterns
27
Saltcake Dissolution
Aluminum Retrieval Patterns
28
Saltcake Dissolution
Nitrite Retrieval Patterns
29
Saltcake Dissolution
Phosphate Retrieval Patterns
30
Hydraulic Parameters
Inverse modeling of effluent rates using van
Genuchtens theory for variably saturated flow
31
Hydraulic Parameters
Hydraulic properties of aging simulant
32
Hydraulic Parameters
Variation of hydraulic conductivity
33
Hydraulic Parameters
Tracer Studies
34
Numerical Modeling
Continuous retrieval and dispersion factors
35
Numerical Modeling
Incremental Drainage and Resaturation
36
Oxidative Leaching
Chromium (III) speciation
37
Oxidative Leaching
Chromium (III) speciation
38
Oxidative Leaching
Pu Predominance Diagram
39
Oxidative Leaching
Pu Predominance Diagram
40
Gas Release and Retention
Experimental Setup
41
Gas Release and Retention
Argon Injection and Release
42
Gas Release and Retention
Argon Injection and Release Time constants
43
THE END
End
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