The PHAST 3D Reactive- Transport Simulator David Parkhurst, Ken Kipp, and Scott Charlton 1.

Slides:



Advertisements
Similar presentations
Diffusion (continued)
Advertisements

Groundwater Flow Equations
Introduction to Environmental Engineering Lecture 15 Water Supply and Groundwater.
Solution Definition and Speciation Calculations Ca Na SO4 Mg Fe Cl HCO3 Reaction calculations Saturation Indices Speciation calculation.
Features of POLLUSOL Flow model Flow model Homogeneous, Isotropic, Heterogeneous and Anisotropic medium Homogeneous, Isotropic, Heterogeneous and Anisotropic.
Activity and Concentration Activity – “effective concentration” Ion-ion and ion-H 2 O interactions (hydration shell) cause number of ions available to.
Thermodynamics “the branch of science that deals with energy levels and the transfer of energy between systems and between different states of matter”
Properties of Aquifers
Ground-Water Flow and Solute Transport for the PHAST Simulator Ken Kipp and David Parkhurst.
Transport Calculations n Advection Dispersion n Reaction n.
Using ESRI ArcGIS 9.3 Arc ToolBox 3 (Spatial Analyst)
(e.g., the Toth Problem) z x z x h = c x + z o Profile Models.
Boundary Conditions A steady state solution with all specified flux boundary conditions (including no flow) without specified head or head-dependent internal.
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
Equilibrium Equilibrium Constant, K (or K eq ) describes conditions AT equilibrium CaCO 3(calcite) + H +  Ca 2+ + HCO 3 -
HYDRUS_1D Sensitivity Analysis Limin Yang Department of Biological Engineering Sciences Washington State University.
Theory of Groundwater Flow
Let’s pretty it up!. Border around project area Everything else is hardly noticeable… but it’s there Big circles… and semi- transparent Color distinction.
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
BIOPLUME II Introduction to Solution Methods and Model Mechanics.
Arc Hydro groundwater data model: a data model for groundwater systems within ArcGIS ESRI user conference May 2004 Gil Strassberg and David Maidment, University.
Uses of Modeling A model is designed to represent reality in such a way that the modeler can do one of several things: –Quickly estimate certain aspects.
What process is simulated by these moving dots ? a)- Diffusion b)- Dispersion c)- Advection d)- Free convection e)- Something else f)- This is NO groundwater.
MODFLOW – Introduction Organization & Main Packages
The Islamic University of Gaza Faculty of Engineering Approaches to Groundwater Modeling Conceptual Model.
Cross Section of Unconfined and Confined Aquifers
Species in natural freshwater Central equilibriums in natural water samples KJM MEF 4010 Module 19.
Use of Reactive-Transport Models in Field Studies: Experience with the PHAST Simulator David Parkhurst and Ken Kipp U.S. Geological Survey Denver, CO.
USING FREE GEOCHEMICAL SOFTWARE FROM THE U.S. GEOLOGICAL SURVEY DEVIN CASTENDYK STATE UNIVERSITY OF NEW YORK, ONEONTA
Introduction to PHREEQC—Chemistry for PHAST
Hierarchical Modeling Linking to Science-Support Models EXAMPLE Hierarchical Modeling Linking to Science-Support Models Groundwater Modeling System RT3D.
Transport.chem.dat File  3 waters –Background, O 2 (solution 1) –Sewage effluent, NH 4 + and Cl - (solution 2) –Rain O 2 (solution 3)  NH 4 + oxidation.
Minerals and water ーPHREEQC programsー
Groundwater Modeling – 3 Transient Models Groundwater Hydraulics Daene C. McKinney.
Outline Numerical implementation Diagnosis of difficulties
19 Basics of Mass Transport
Lecture 20 Ground Water (3) Ground water movement
Statistical Surfaces Any geographic entity that can be thought of as containing a Z value for each X,Y location –topographic elevation being the most obvious.
Final Project I. Calibration Drawdown Prediction Particle Tracking
CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.
How does groundwater flow ? February 26, TOC  Definitions  Groundwater flow overview Equipotentials and flowlines  Wells  Laplace  Boundary.
SI and English Units SI: - Mass = kilogram - Length = meter
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department EENV 5326 Groundwater Modeling.
(Z&B) Steps in Transport Modeling Calibration step (calibrate flow & transport model) Adjust parameter values Design conceptual model Assess uncertainty.
Elise A. Striz, Hydrologist USEPA ORD National Risk Management Research Laboratory Ground Water and Ecosystems Restoration Div. Ada, OK US EPA Optimal.
David Tarboton Digital Elevation Models, Flood Inundation Mapping and River Hydraulic Properties David Tarboton
Using WPhast to Model the Central Oklahoma Aquifer— Transport and Chemistry David Parkhurst, Ken Kipp, and Scott Charlton Chemistry: okchem.chem.dat Flow.
Arc Hydro groundwater data model: a data model for groundwater systems within ArcGIS AWRA Specialty Conference Geographic Information Systems (GIS) and.
Groundwater Flow Equations Groundwater Hydraulics Daene C. McKinney.
Groundwater Systems D Nagesh Kumar, IISc Water Resources Planning and Management: M8L3 Water Resources System Modeling.
Water Resources Assessment Main Resources – Surface water – Groundwater – Unconventional Tools – Flood routing/delineation models – Runoff models – GIS.
Flow to Wells - 1 Groundwater Hydraulics Daene C. McKinney.
ArcHydro Groundwater Data Model Build off from the ArcHydro surface water data model to create a logical connection between surface water and groundwater.
Soil Physics David Zumr room: b608 Lecture (and seminar) notes will be available: -
CE 3354 Engineering Hydrology Lecture 2: Surface and Groundwater Hydrologic Systems.
Well 30 Modeling. Model Grid and Setup Well 30 Well 31 Well 27 Well UC-H2.
Methods  Two codes were coupled together to establish a robust simulator for thermo-hydro-mechanic-chemical coupling issue raised in CCS projects, as.
Groundwater Review Aquifers and Groundwater Porosity
Near-surface Geologic Environments
Groundwater Learning objectives
Flow in Aquifers – 1 Confined Aquifer Flow
Free vs. Forced Convection
O. Atteia ENSEGID Bordeaux 24/3/2014
Data Queries Raster & Vector Data Models
Transport Modeling in Groundwater
The Islamic University of Gaza Faculty of Engineering Approaches to Groundwater Modeling Conceptual Model.
Copyright © 2012, Elsevier Inc. All rights Reserved.
Chapter 2 Equations & Numerical Methods
Chapter 5 Sources and Sinks
Presentation transcript:

The PHAST 3D Reactive- Transport Simulator David Parkhurst, Ken Kipp, and Scott Charlton 1

Agenda  Introduction to PHAST  Review of geochemical reactions  Phast4Windows –Flow modeling exercise –Reactive-transport modeling exercise 2

3

3D Reactive-Transport Modeling Three simultaneous processes –Flow –Transport –Chemical reaction 4

PHAST  HST3D—Flow and transport  PHREEQC—Chemistry  Operator splitting—Sequential Non- Iterative Approach  PHT3D is a 3D reactive transport model built on MODFLOW, MT3DMS, and PHREEQC Chemistry Transport Flow Chemistry Transport Flow 5

Flow and Transport  Constant temperature  Constant density  Single phase  Saturated confined or unconfined flow  Point-distributed finite-difference grid  Boundary conditions –Specified, leaky, flux, rivers, drains, wells 6

Grid Element 7

Grid Cell 8

Full Cell Has Parts of 8 Elements  Cell Properties do not change abruptly –Media properties weighted by volume –Conductances weighted by facial area 9

Zones  Box—Rectangular brick  Wedge—Right triangular wedge  Prism –Perimeter  Arc shape  XYZ file  points –Top, Bottom  Arc raster  Arc shape + attribute  XYZ file  Points 10

Perimeter Top Bottom Prism 11

Interpolation for Top and Bottom  XYZ Data are treated as scattered points  Natural neighbor interpolation (NNI) is used if possible –Defines a continuous surface except at data points –NNI is not simply the closest neighbor –Area weights by nearest points  Uses closest neighbor interpolation (CNI) if NNI fails –Not continuous –Used outside convex hull 12

Two Coordinate Systems  Map—State plane, UTM  Grid—Local coordinate system  Not quite finished  Today, map = grid 13

Assigning Properties to a Zone  Constant  Linear in X, Y, or Z direction  Points—Values at set of X,Y,Z points  XYZ File—Values at set of X,Y,Z points  XYZT File—Boundary conditions only –X,Y,Z,T,P: property at location and time 14

3D Interpolation from Points  Properties are assigned from the closest of the set of points  Produces a volume with constant property around each point 15

Spatially Distributed Properties Are Overlayed in Zone Sequence  Property P defined by green followed by brown zone  Property P defined by brown followed by green zone P = 10 P = 20 P = 10 P = 20 16

Zones  Media  Initial conditions  Boundary conditions  Zone flows 17

Media Properties  Active  Kx  Ky  Kz  Porosity  Specific storage  Longitudinal dispersivity  Horizontal component transverse dispersivity  Vertical component transverse dispersivity 18

Head IC  Define head distribution for zone –Constant –Linear in X, Y, or Z –Points –XYZ file with points 19

Specified Head BC  Some grid dependence because a specified head applies to entire cell  Time-dependent values –Head –Solution number 20

Leaky (Head dependent) BC  Applies only over area defined by zone (partial cell faces)  Applies only to exterior faces  Z face—water goes to first active cell or water table  Parameters –Thickness –Hydraulic conductivity  Time-dependent values –Head –Solution number 21

Flux BC  Applies only to area of cell face intersected by the zone  Time-dependent values –Flux –Solution 22

Overlapping BC  Duplicate flux areas are removed  Duplicate leaky areas are removed  Leaky and flux can coexist on a cell face  Neither Leaky nor flux can coexist with specified head –Last defined takes precedence 23

Rivers & Drains  Series of X,Y points  Parameters –Width –Bed hydraulic conductivity –Bed thickness –Elevation of bed  Time-dependent values (Rivers only) –Head –Solution  Parameters and time-dependent values –Must define for first and last point –If not defined at intermediate points, interpolation by river distance 24

River and Drain User Definition 25

River and Drain Processing 26

Wells  X, Y location  Parameters –Diameter –Allocation –Open intervals  Time-dependent parameters –Pumping/injection rate –Solution number 27

PHAST (PHREEQC) Chemistry  Aqueous models –Wateq –LLNL –Pitzer –SIT (Specific ion Interaction Theory)  Reactants –Mineral equilibrium –Surface complexation –Ion exchange –Solid solutions –Kinetic reactions 28

Transport and Chemistry  Flow and transport data file (.trans.dat)  Chemistry data file (.chem.dat) –Solutions –Mineral equilibrium –Surface complexation –Ion exchange –Solid solutions –Kinetic reactions 29

Mineral Assemblage in.chem.dat EQUILIBRIUM_PHASES 11 Calcite Dolomite01.2  Identified by an integer (11)  Apply to a zone 30

Chemistry-Transport Connections  ID numbers for reactants in.chem.dat –SOLUTIONS –EQUILIBRIUM_PHASES—Minerals and gases) –SURFACE—Surface complexation sites –EXCHANGE—Ion exchangers –SOLID_SOLUTIONS—Solid solutions –KINETICS—Kinetic reactions  Used in.trans.dat file –CHEMISTRY_IC (all reactants) –Boundary conditions (solutions only)  Specified head  Leaky  Flux  River  Well 31

Parallelization  Single processor: Flow and transport  Multiple processors: Chemistry  Data passed using MPI  processors  Up to 500,000? nodes  Hours of CPU Transport Flow Transport Flow Chemistry Cells 32

New Parallelization  Single processor: Flow  Multiple processors: Transport Chemistry Flow Transport Flow Chemistry Cells NaClH+/-O 33

Arsenic in the Central Oklahoma Aquifer  Arsenic mostly in confined part of aquifer  Arsenic associated with high pH  Flow: –Unconfined –Confined –Unconfined 34

Geochemical Reactions  Brine initially fills the aquifer  Calcite and dolomite equilibrium  Cation exchange –2NaX + Ca +2 = CaX 2 + 2Na + –2NaX + Mg +2 = MgX 2 + 2Na +  Surface complexation Hfo-HAsO4 - + OH - = HfoOH + HAsO4 -2 Desorption at pH >

Arsenic Concentrations over Geologic Time 36

PHAST  PHAST is a 3D reactive-transport model  Field-scale problems with limitations  Data requirements –Field—Aquifer tests, tracer tests, logging, chemical samples –Laboratory—column experiments, extractions, mineralogy  Modeling results –Understanding natural systems –Designing engineered –Predicting long-term effects 37