(e.g., the Toth Problem) z x z x h = c x + z o Profile Models.

Slides:



Advertisements
Similar presentations
Simulation of groundwater response to development: CENTRAL PASSAIC RIVER BASIN, NJ Fatoumata Barry 1,2, Duke Ophori 1, Jeffrey L. Hoffman 2 and Robert.
Advertisements

Groundwater Hydraulics Daene C. McKinney
Groundwater Flow Equations
Principles of Groundwater Flow
Groundwater Modeling - 1
Boundaries and Superposition
Ground-Water Flow and Solute Transport for the PHAST Simulator Ken Kipp and David Parkhurst.
3D Simulations-- the vertical dimension. Representation of hydrogeologic units in MODFLOW88.
General governing equation for transient, heterogeneous, and anisotropic conditions Specific Storage S s =  V / (  x  y  z  h)
Head Dependent Boundaries
Boundary Conditions A steady state solution with all specified flux boundary conditions (including no flow) without specified head or head-dependent internal.
Source Terms Constant Concentration Injection Well Recharge May be introduced at the boundary or in the interior of the model.
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
Transient Simulations require: Initial Conditions Storage Coefficient Time step.
Analytical and Numerical Solutions are affected by: Differences in conceptual model (confined vs unconfined) Dimensionality (1D vs 2D) Numerical Solutions.
X y ocean 2L L Island Recharge Problem ocean well R= ft/d T= 10,000 ft 2 /day.
Conceptual Model A descriptive representation of a groundwater system that incorporates an interpretation of the geological & hydrological conditions.
Theory of Groundwater Flow
Implicit Approximation. Implicit approximation can be solved using: Point iteration (G/S, SOR) Direct (matrix) solution Combination of matrix soln and.
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
GLY 521- Hydrogeology Modflow Packages. Block Center Flow (BCF) Package The BCF package is the central package for all solutions Specify the way each.
Week 2 Terminology + Hydraulics review. Terms Porosity Porosity Moisture content Moisture content Saturation Saturation Aquifer Aquifer Aquitard Aquitard.
Conceptual Model A descriptive representation of a groundwater system that incorporates an interpretation of the geological & hydrological conditions.
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
Groundwater Modeling – 2: Computer Implementation
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.
The Islamic University of Gaza Faculty of Engineering Approaches to Groundwater Modeling Conceptual Model.
Characterization of the Mammoth Cave aquifer Dr Steve Worthington Worthington Groundwater.
Theory of Groundwater Flow
Grid design/boundary conditions and parameter selection USGS publication (on course website): Guidelines for Evaluating Ground-Water Flow Models Scientific.
Modflow, GWVistas MODular three-dimensional finite- difference ground-water FLOW model
Aquifer Storage Properties CVEG 5243 Ground Water Hydrology T. Soerens.
Groundwater Modeling – 3 Transient Models Groundwater Hydraulics Daene C. McKinney.
General governing equation for steady-state, heterogeneous, anisotropic conditions 2D Laplace Eqn. --Homogeneous and isotropic aquifer without a sink/source.
Groundwater All water found underground, frequently in: Joints and cracks in rocks Open space between sediment grains.
CE EN 547 – BRIGHAM YOUNG UNIVERSITY.  River  Stream-Aquifer Interaction  General Head  Changing Head Boundary  Horizontal Flow Barrier.
Source Terms Constant Concentration Injection Well Recharge May be introduced at the boundary or in the interior of the model.
Final Project I. Calibration Drawdown Prediction Particle Tracking
Types of Boundary Conditions 1.Specified head (including constant head) h = f (x,y,z,t) 2.Specified flux (including no flow)  h/  l = -q l /K l 3.Head-dependent.
How does groundwater flow ? February 26, TOC  Definitions  Groundwater flow overview Equipotentials and flowlines  Wells  Laplace  Boundary.
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department EENV 5326 Groundwater Modeling.
Island Recharge Problem
Transient Simulations require: Initial Conditions Storage Coefficient Time step.
CE EN 547 – BRIGHAM YOUNG UNIVERSITY. 1. Build conceptual model object 2. Build coverages 3. Define grid frame 4. Build grid 5. Initialize MODFLOW 6.
Get the Ground Water Picture. Individual Questions The horizontal scale of the cross section is 1 inch = 1 mile. The vertical scale is 1 inch = 50 ft.
Groundwater Flow Equations Groundwater Hydraulics Daene C. McKinney.
Flow to Wells - 1 Groundwater Hydraulics Daene C. McKinney.
Toth Problem (2D, steady state) Impermeable Rock Groundwater divide Groundwater divide z x water table Governing Equation:
Objective: conceptual model definition and steady state simulation of groundwater flow.
Building Transient MODFLOW Models
MODFLOW – PART 3 File formats, importing models, solvers, trouble-shooting.
Groundwater Modeling Assignment #2. Parts A and B.
Principles of Groundwater Flow
Reported by: Loven S. Getutua
Transient Water Balance Eqn.
Gaining vs. losing streams
Dewatering Solutions using MODFLOW
Conceptual model of an unconfined aquifer
Anisotropy – Key ideas Effective conductivity that represents aggregate effect of flow through a layered system Effective conductivity is different parallel.
Ground Water Basics continued
Aquifers.
Water Table: is the level at which the groundwater pressure is equal to atmospheric pressure. Aquitard: is a zone within the earth that restricts.
Chapter 2 Equations & Numerical Methods
Transient Models See Anderson and Woessner Chapter 7
Conceptual Model A descriptive representation of a groundwater system that incorporates an interpretation of the geological & hydrological conditions.
Chapter 4 Boundaries.
Water Table: is the level at which the groundwater pressure is equal to atmospheric pressure. Aquitard: is a zone within the earth that restricts.
Chapter 5 Sources and Sinks
2New Jersey Department of Environmental Protection
Characterization of the Mammoth Cave aquifer
Presentation transcript:

(e.g., the Toth Problem) z x z x h = c x + z o Profile Models

In a profile model, the water table forms the upper boundary of the model. In transient problems the water table fluctuates and the position of the water table is unknown. The profile should be oriented parallel to flow.

Profile – unconfined aquifer 2D confined aquifer for homogeneous, anisotropic aquifers  We can simulate a profile by using 1 confined layer in MODFLOW.

Specified head cells Active cells MODFLOW does not compute fluxes between specified head cells; you need to compute those manually. MODFLOW computes fluxes between specified head cells and active cells.

Problem Set 6 illustrates: 1.Use of 1 confined MODFLOW layer to simulate an unconfined aquifer in profile view. 2.Procedure for switching from specified head to specified flux boundary conditions.