HYDRUS (2D/3D) Computer Session
|
|
|
- Shona Perkins
- 5 years ago
- Views:
Transcription
1 HYDRUS (2D/3D) Computer Session Three-Dimensional Water Flow and Solute Transport This tutorial considers water flow and solute transport in a simple three-dimensional transport domain. The transport domain is a relatively simple hexahedral domain with a slope in the X-direction. Dimensions of the transport domain are 1000 * 250 * 200 cm and there is a groundwater 100 cm below the soil surface. There is a source of water and contaminant at the soil surface. The problem is divided into two parts. In the first part, the geometry of the transport domain and its discretization is defined and initial and boundary conditions are specified. In the second part, final pressure head profile from the first run is imported as an initial condition, and pulse of solute is added into the surface source. The example thus again demonstrates how results of a previous simulation can be used in follow-up calculations with different boundary conditions or having additional features. Users will learn how to define a simple threedimensional transport domain and how to use Sections when defining initial and boundary conditions. Users will also learn various ways of viewing transport domain and simulation results. 1
2 A. Three-Dimensional Water Flow Project Manager (File->Project Manager) Button "New" New Project (or File->New Project) Name: 3DTest1 Description: 3D HYDRUS short course example - water flow Working Directory: Temporary is deleted after closing the project Geometry Information (Edit->Domain Geometry->Geometry Information) Type of Geometry: 3D-Layered Domain Definition: Hexahedral Units: cm Initial Workspace: Xmin = 0 cm, Xmax = 1000 cm, Ymin = 0 cm, Ymax=250 cm, Zmin = 0 cm, Zmax=200 cm (to accommodate the transport domain) Hexahedral Domain Definition Information (Edit->Domain Geometry->Geometry Definition) Dimension: Lx = 1000 cm, Ly = 250 cm, Lz = 200 cm Slope: Alpha = - 5 o, Beta = 0 Main Processes (Edit->Flow and Transport Parameters->Main Processes) Check Box: Water Flow Time Information (Edit->Flow and Transport Parameters->Time Information) Time Units: days Final Time: 5 Initial Time Step: Minimum Time Step: Maximum Time Step: 5 Check Time-Variable Boundary Conditions Number of Time-Variable Boundary Records = 1 Output Information (Edit->Flow and Transport Parameters->Output Information) Print Options: Check T-Level Information Check Screen Output Check Press Enter at the End Print Times: Count: 10 Update 2
3 Print Times: 0.25, 0.5, 0.75, 1, 1.5, 2, 2.5, 3, 4, 5 Water Flow - Iteration Criteria (Edit->Flow and Transport Parameters->Water Flow Parameters->Output Information) Leave default values as follows: Maximum Number of Iterations: 10 Water Content Tolerance: Pressure Head Tolerance: 1 Lower Optimal Iteration Range: 3 Upper Optimal Iteration Range: 7 Lower Time Step Multiplication Factor: 1.3 Upper Time Step Multiplication Factor: 0.7 Lower Limit of the Tension Interval: Upper Limit of the Tension Interval: Initial Condition: In the Pressure Head Water Flow - Soil Hydraulic Model (Edit->Flow and Transport Parameters->Water Flow Parameters ->Soil Hydraulic Model) Radio button - van Genuchten-Mualem Radio button - No hysteresis Water Flow - Soil Hydraulic Parameters (Edit->Flow and Transport Parameters- >Water Flow Parameters ->Soil Hydraulic Parameters) Leave default values for loam Explore Catalog of Soil Hydraulic Properties and Neural Network Predictions Time-Variable Boundary Conditions (Edit->Flow and Transport Parameters->Variable Boundary Conditions) Time = 5 d Transp = 0 Var.H-2 = 100 Var.H-3 = 100 3
4 Hexahedral Domain Spatial Discretization (Edit->FE-Mesh->FE-Mesh Parameters) Horizontal Discretization in X Count = 39 Entries in the x column: 0, 25, 50, 75, 100, 125, 150, 170, 185, 195, 200, 205, 210, 220, 235, 250, 265, 280, 290, 295, 300, 305, 315, 330, 350, 375, 400, 450, 500, 550, 600, 650, 700, 750, 800, 850, 900, 950, 1000 Horizontal Discretization in Y Count = 18 Entries in the y column: 0, 10, 20, 30, 40, 45, 50, 55, 60, 70, 85, 100, 125, 150, 175, 200, 225, 250. Horizontal Discretization in Z Count = 22 Entries in the z column: 200, 197.5, 195, 192.5, 190, 187, 184, 180, 175, 170, 165, 158, 150, 140, 125, 110, 95, 80, 65, 50, 25, 0 Default Domain Properties (Edit->Domain Properties->Default Domain Properties) 4
5 Water Flow Initial Conditions: Select the entire transport domain. Edit Bar: Click on Set Values In the Water Flow Initial Condition dialog select: Equilibrium from the lowest located nodal point Slope in X direction = -5 o Bottom Pressure Head Value: 100 cm Boundary conditions: Tool Bar: View Commands ( Direction->In Y-direction) Tool Bar: Perspective view ( ): In Y-direction (or from Menu: View->View in ) (or from Menu: View->Perspective) Select the first column of nodes on the left and on the Edit Bar select Variable Head 2 boundary condition. Select the last column of nodes on the right and on the Edit Bar select Variable Head 3 boundary condition. Navigator Bar: Select the Section Tab and select D2_001 Mesh Layer, Z=200 cm Section Tool Bar: View Commands ( ): In Reverse Z-direction (or from Menu: View->View in Direction->In Reverse Z-direction). Tool Bar: Zoom by Rectangle ( ) and zoom on area of approximately X=( cm) and Y=(0-100 cm) Select nodes between X=( cm) and Y=(0-50 cm). From the Edit Bar select the Constant Flux boundary condition and in the Constant Flux BC dialog specify Flux value of 10 cm/d. 5
6 Observation Nodes (Tab Domain Properties or Insert->Domain Properties->Observation Nodes) Navigator Bar: Select the Section Tab and select D1_001 Shell Section Tool Bar: View Commands ( Direction->In Y-direction) ): In Y-direction (or from Menu: View->View in Edit Bar: Insert Observation Nodes approximately as follows: Menu: File->Save (or from Toolbar) Menu: Calculation->Run HYDRUS (or from Toolbar) (Execution time on 3 GHz PC 169 s) OUTPUT: Results Graphical Display: Pressure Heads (from the Navigator Bar, or Results- >Display Quantity->Pressure Heads from menu) Use Listbox Time Layer or Slidebar on the Edit Bar to view results for different print times Check Flow Animation Select different display modes using Options->Graph Type Results Graphical Display: Velocity Vectors (from the Navigator Bar, or Results- >Display Quantity->Velocity Vectors from menu) Results Other Information: Observation Nodes (from the Navigator Bar, or Results->Observation Nodes from menu) Results Other Information: Mass Balance Information (from the Navigator Bar, or Results->Mass Balance Information from menu) 6
7 B. Three-Dimensional Water Flow and Solute Transport Close the 3DTest1 Project (click Save Project at the Toolbar or File->Save) Project Manager (File->Project Manager) Select the Plume1 project Button "Copy" Name: 3DTest1 Description: 3D HYDRUS short course example - water flow and solute transport Button "3DTest2" Main Processes (Edit->Flow and Transport Parameters->Main Processes) Check Box: Solute Transport Time Information (Edit->Flow and Transport Parameters->Time Information) Final Time: 50 Initial Time Step: 0.01 Output Information (Edit->Flow and Transport Parameters->Output Information) Print Options: Print Times: Count: 8 Update Print Times: 1, 2, 5, 10, 20, 30, 40, 50 Button "OK" Solute Transport - General Information (Edit->Flow and Transport Parameters- >Solute Transport Parameters->General Information) Pulse Duration = 5 days Solute Transport - Transport Parameters (Edit->Flow and Transport Parameters- >Solute Transport Parameters-> Solute Transport Parameters) Disp.L = 10 Disp.T = 1 Time-Variable Boundary Conditions (Edit->Flow and Transport Parameters->Variable Boundary Conditions) Time = 50 d Specify Initial Condition: Import the final pressure head profile from Source1 as the initial condition for Source1 7
8 (Edit->Initial Conditions->Import) Find project 3DTest1 Select Pressure Head and click OK Menu: File->Save (or from Toolbar) Menu: Calculation->Run HYDRUS (or from Toolbar) (Execution time on 3 GHz PC 10 min) Check out various output options 8
9 Spatial Discretization X Y Z
HYDRUS (2D/3D) Software Package for Simulating the Two- and Three-Dimensional Movement of Water, Heat, and Multiple Solutes
HYDRUS (2D/3D) Software Package for Simulating the Two- and Three-Dimensional Movement of Water, Heat, and Multiple Solutes in Variably-Saturated Media User Manual Version 1.02 March 2007 PC-Progress,
POTATO FIELD MOISTURE CONTENT
11 POTATO FIELD MOISTURE CONTENT This tutorial demonstrates the applicability of PLAXIS to agricultural problems. The potato field tutorial involves a loam layer on top of a sandy base. The water level
HYDRUS. User Manual. Version 2
HYDRUS User Manual Version 2 Software Package for Simulating the Two- and Three-Dimensional Movement of Water, Heat and Multiple Solutes in Variably-Saturated Media January 2011, PC-Progress, Prague, Czech
Developer s Tips. Groundwater analysis using Slide
Developer s Tips Groundwater analysis using Slide In this article we introduce the new groundwater/seepage analysis module, which was built into version 5.0 of Slide. The groundwater module uses a finite
Tutorial 7 Finite Element Groundwater Seepage. Steady state seepage analysis Groundwater analysis mode Slope stability analysis
Tutorial 7 Finite Element Groundwater Seepage Steady state seepage analysis Groundwater analysis mode Slope stability analysis Introduction Within the Slide program, Slide has the capability to carry out
Tutorial 6. Pumping Well and River
Tutorial 6 Pumping Well and River Table of Contents Objective. 1 Step-by-Step Procedure... 2 Section 1 Data Input. 2 Step 1: Open Adaptive Groundwater Input (.agw) File. 2 Step 2: Pumping Well Design Database
Transient Groundwater Analysis
Transient Groundwater Analysis 18-1 Transient Groundwater Analysis A transient groundwater analysis may be important when there is a time-dependent change in pore pressure. This will occur when groundwater
INSTED /CFD Post-Processor. Post-Processor. Chapter 5 INSTED /CFD (2D) Post-Processor
INSTED /CFD Chapter 5 INSTED /CFD (2D) The part of INSTED/CFD (2D) plots lines or filled contours of variables such as velocities, temperature, pressure, scalars, and stream function. The program also
Tutorial 9. Changing the Global Grid Resolution
Tutorial 9 Changing the Global Grid Resolution Table of Contents Objective and Overview 1 Step-by-Step Procedure... 2 Section 1 Changing the Global Grid Resolution.. 2 Step 1: Open Adaptive Groundwater
DYNAMIC ANALYSIS OF A GENERATOR ON AN ELASTIC FOUNDATION
DYNAMIC ANALYSIS OF A GENERATOR ON AN ELASTIC FOUNDATION 7 DYNAMIC ANALYSIS OF A GENERATOR ON AN ELASTIC FOUNDATION In this tutorial the influence of a vibrating source on its surrounding soil is studied.
Objectives Build a 3D mesh and a FEMWATER flow model using the conceptual model approach. Run the model and examine the results.
v. 10.0 GMS 10.0 Tutorial Build a FEMWATER model to simulate flow Objectives Build a 3D mesh and a FEMWATER flow model using the conceptual model approach. Run the model and examine the results. Prerequisite
Solution Recording and Playback: Vortex Shedding
STAR-CCM+ User Guide 6663 Solution Recording and Playback: Vortex Shedding This tutorial demonstrates how to use the solution recording and playback module for capturing the results of transient phenomena.
Tutorial 7. Water Table and Bedrock Surface
Tutorial 7 Water Table and Bedrock Surface Table of Contents Objective. 1 Step-by-Step Procedure... 2 Section 1 Data Input. 2 Step 1: Open Adaptive Groundwater Input (.agw) File. 2 Step 2: Assign Material
Simulation of Flow Development in a Pipe
Tutorial 4. Simulation of Flow Development in a Pipe Introduction The purpose of this tutorial is to illustrate the setup and solution of a 3D turbulent fluid flow in a pipe. The pipe networks are common
Geostatistics 3D GMS 7.0 TUTORIALS. 1 Introduction. 1.1 Contents
GMS 7.0 TUTORIALS Geostatistics 3D 1 Introduction Three-dimensional geostatistics (interpolation) can be performed in GMS using the 3D Scatter Point module. The module is used to interpolate from sets
1. Create a SEEP2D conceptual model. 3. Define conditions for both a saturated and unsaturated zone. 4. Convert the model to SEEP2D and run SEEP2D.
GMS TUTORIALS SEEP 2D Unconfined SEEP2D can be used for both confined and unconfined problems. The steps involved in performing a SEEP2D simulation for the unconfined condition are described in this tutorial.
Learn the various 3D interpolation methods available in GMS
v. 10.4 GMS 10.4 Tutorial Learn the various 3D interpolation methods available in GMS Objectives Explore the various 3D interpolation algorithms available in GMS, including IDW and kriging. Visualize the
Slope Stability Problem Session
Slope Stability Problem Session Stability Analysis of a Proposed Soil Slope Using Slide 5.0 Tuesday, February 28, 2006 10:00 am - 12:00 pm GeoCongress 2006 Atlanta, GA software tools for rock and soil
Tutorial 1. Getting Started
Tutorial 1 Getting Started Table of Contents Objective 2 Step-by-Step Procedure... 2 Section 1 Input Data Preparation and Main Menu Options. 2 Step 1: Create New Project... 2 Step 2: Define Base Grid Size
Tutorial 1. Introduction to Using FLUENT: Fluid Flow and Heat Transfer in a Mixing Elbow
Tutorial 1. Introduction to Using FLUENT: Fluid Flow and Heat Transfer in a Mixing Elbow Introduction This tutorial illustrates the setup and solution of the two-dimensional turbulent fluid flow and heat
PLAXIS 3D FOUNDATION Reference Manual Version 2
PLAXIS 3D FOUNDATION Reference Manual Version 2 TABLE OF CONTENTS TABLE OF CONTENTS 1 Introduction...1-1 2 General information...2-1 2.1 Units and sign conventions...2-1 2.2 File handling...2-3 2.2.1
RAPID DRAWDOWN ANALYSIS
RAPID DRAWDOWN ANALYSIS 6 RAPID DRAWDOWN ANALYSIS This example concerns the stability of a reservoir dam under conditions of drawdown. Fast reduction of the reservoir level may lead to instability of the
Solid Conduction Tutorial
SECTION 1 1 SECTION 1 The following is a list of files that will be needed for this tutorial. They can be found in the Solid_Conduction folder. Exhaust-hanger.tdf Exhaust-hanger.ntl 1.0.1 Overview The
Express Introductory Training in ANSYS Fluent Workshop 07 Tank Flushing
Express Introductory Training in ANSYS Fluent Workshop 07 Tank Flushing Dimitrios Sofialidis Technical Manager, SimTec Ltd. Mechanical Engineer, PhD PRACE Autumn School 2013 - Industry Oriented HPC Simulations,
Isotropic Porous Media Tutorial
STAR-CCM+ User Guide 3927 Isotropic Porous Media Tutorial This tutorial models flow through the catalyst geometry described in the introductory section. In the porous region, the theoretical pressure drop
MT3DMS Grid Approach GMS 7.0 TUTORIALS. 1 Introduction. 1.1 Contents
GMS 7.0 TUTORIALS 1 Introduction This tutorial describes how to perform an MT3DMS simulation within GMS. An MT3DMS model can be constructed in GMS using one of two approaches: the conceptual model approach
Appendix: To be performed during the lab session
Appendix: To be performed during the lab session Flow over a Cylinder Two Dimensional Case Using ANSYS Workbench Simple Mesh Latest revision: September 18, 2014 The primary objective of this Tutorial is
Non-Newtonian Transitional Flow in an Eccentric Annulus
Tutorial 8. Non-Newtonian Transitional Flow in an Eccentric Annulus Introduction The purpose of this tutorial is to illustrate the setup and solution of a 3D, turbulent flow of a non-newtonian fluid. Turbulent
THERMAL EXPANSION OF A NAVIGABLE LOCK
THERMAL EXPANSION OF A NAVIGABLE LOCK 15 THERMAL EXPANSION OF A NAVIGABLE LOCK A navigable lock is temporarily 'empty' due to maintenance. After some time there is significant increase of the air temperature,
Tutorial: Riser Simulation Using Dense Discrete Phase Model
Introduction The purpose of this tutorial is to demonstrate the setup of a dense discrete phase model (DDPM) with the example of 2D riser. DDPM is used for the secondary phase that has a particle size
Mesh Quality Tutorial
Mesh Quality Tutorial Figure 1: The MeshQuality model. See Figure 2 for close-up of bottom-right area This tutorial will illustrate the importance of Mesh Quality in PHASE 2. This tutorial will also show
Steady Flow: Lid-Driven Cavity Flow
STAR-CCM+ User Guide Steady Flow: Lid-Driven Cavity Flow 2 Steady Flow: Lid-Driven Cavity Flow This tutorial demonstrates the performance of STAR-CCM+ in solving a traditional square lid-driven cavity
v SRH-2D Post-Processing SMS 12.3 Tutorial Prerequisites Requirements Time Objectives
v. 12.3 SMS 12.3 Tutorial SRH-2D Post-Processing Objectives This tutorial illustrates some techniques for manipulating the solution generated by the Sedimentation and River Hydraulics Two-Dimensional (SRH-2D)
Tutorial 3. Correlated Random Hydraulic Conductivity Field
Tutorial 3 Correlated Random Hydraulic Conductivity Field Table of Contents Objective. 1 Step-by-Step Procedure... 2 Section 1 Generation of Correlated Random Hydraulic Conductivity Field 2 Step 1: Open
Practical modeling of diaphragm walls and foundation rafts with piles part I
Practical modeling of diaphragm walls and foundation rafts with piles part I FE mesh This example concerns modeling of a deep excavation protected by concrete wall an then by a construction of foundation
APPENDIX B STEP-BY-STEP APPLICATIONS OF THE FEMWATER-LHS
APPENDIX B STEP-BY-STEP APPLICATIONS OF THE FEMWATER-LHS Steady Two-Dimensional Drainage Problem 1. Double-click on the Argus ONE icon to open Argus ONE. 2. From the PIEs menu found along the top of the
v Prerequisite Tutorials Required Components Time
v. 10.0 GMS 10.0 Tutorial MODFLOW Stochastic Modeling, Parameter Randomization Run MODFLOW in Stochastic (Monte Carlo) Mode by Randomly Varying Parameters Objectives Learn how to develop a stochastic (Monte
1. Open a MODFLOW simulation and run MODFLOW. 2. Initialize MT3D and enter the data for several MT3D packages. 3. Run MT3D and read the solution.
GMS TUTORIALS This tutorial describes how to perform an MT3DMS simulation within GMS. An MT3DMS model can be constructed in GMS using one of two approaches: the conceptual model approach or the grid approach.
Calculate a solution using the pressure-based coupled solver.
Tutorial 19. Modeling Cavitation Introduction This tutorial examines the pressure-driven cavitating flow of water through a sharpedged orifice. This is a typical configuration in fuel injectors, and brings
Introduction to XPPAUT Lab
Introduction to XPPAUT Lab Anna M. Barry March 10, 2011 Abstract In this lab, we will explore the Lorenz model from the xppall/ode file that was downloaded with XPPAUT. We will make a bifurcation diagram
lecture 8 Groundwater Modelling -1
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Water Resources Msc. Groundwater Hydrology- ENGC 6301 lecture 8 Groundwater Modelling -1 Instructor: Dr. Yunes Mogheir
Learning Module 8 Shape Optimization
Learning Module 8 Shape Optimization What is a Learning Module? Title Page Guide A Learning Module (LM) is a structured, concise, and self-sufficient learning resource. An LM provides the learner with
2D & 3D Semi Coupled Analysis Seepage-Stress-Slope
D & D Semi Coupled Analysis Seepage-Stress-Slope MIDASoft Inc. Angel Francisco Martinez Civil Engineer MIDASoft NY office Integrated Solver Optimized for the next generation 6-bit platform Finite Element
Atrium Smoke Movement
2014 Smoke Movement in Atrium Buildings In this example you will create a simulation of smoke movement in an atrium with and without extraction fans. This tutorial demonstrates how to: Create the atrium
Airport Tutorial - Contaminant Transport Modeling. Visual MODFLOW Flex. Integrated Conceptual & Numerical Groundwater Modeling
Airport Tutorial - Contaminant Transport Modeling Visual MODFLOW Flex Integrated Conceptual & Numerical Groundwater Modeling Airport Tutorial: Numerical Modeling with Transport The following example is
Petrel TIPS&TRICKS from SCM
Petrel TIPS&TRICKS from SCM Knowledge Worth Sharing Using the Make Simple Grid Process to Build Un faulted Frameworks Un faulted reservoirs are relatively rare but do occur and provide a wonderful break
Lab Practical - Limit Equilibrium Analysis of Engineered Slopes
Lab Practical - Limit Equilibrium Analysis of Engineered Slopes Part 1: Planar Analysis A Deterministic Analysis This exercise will demonstrate the basics of a deterministic limit equilibrium planar analysis
DRY EXCAVATION USING A TIE BACK WALL
3 This example involves the dry construction of an excavation. The excavation is supported by concrete diaphragm walls. The walls are tied back by prestressed ground anchors. Silt Sand 10 m 2 m 20 m 10
Modeling Evaporating Liquid Spray
Tutorial 17. Modeling Evaporating Liquid Spray Introduction In this tutorial, the air-blast atomizer model in ANSYS FLUENT is used to predict the behavior of an evaporating methanol spray. Initially, the
Tutorial: Airport Numerical Model with Transport
Tutorial: Visual MODFLOW Flex 5.0 Integrated Conceptual & Numerical Groundwater Modeling Software 1 1 Visual MODFLOW Flex 5.0 The following example walks through creating a numerical model with groundwater
Flow in an Intake Manifold
Tutorial 2. Flow in an Intake Manifold Introduction The purpose of this tutorial is to model turbulent flow in a simple intake manifold geometry. An intake manifold is a system of passages which carry
Tutorial: Hydrodynamics of Bubble Column Reactors
Tutorial: Introduction The purpose of this tutorial is to provide guidelines and recommendations for solving a gas-liquid bubble column problem using the multiphase mixture model, including advice on solver
v GMS 10.1 Tutorial UTEXAS Embankment on Soft Clay Introduction to the UTEXAS interface in GMS for a simple embankment analysis
v. 10.1 GMS 10.1 Tutorial Introduction to the UTEXAS interface in GMS for a simple embankment analysis Objectives Learn how to build a simple UTEXAS model in GMS. Prerequisite Tutorials Feature Objects
Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS
Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS 5.1 Introduction The problem selected to illustrate the use of ANSYS software for a three-dimensional steadystate heat conduction
Swapnil Nimse Project 1 Challenge #2
Swapnil Nimse Project 1 Challenge #2 Project Overview: Using Ansys-Fluent, analyze dependency of the steady-state temperature at different parts of the system on the flow velocity at the inlet and buoyancy-driven
Using Multiple Rotating Reference Frames
Tutorial 10. Using Multiple Rotating Reference Frames Introduction Many engineering problems involve rotating flow domains. One example is the centrifugal blower unit that is typically used in automotive
Using Periodic Boundary Conditions
1 of 6 2004 11 08 15:20 Use periodic boundary conditions, periodic edge conditions, and periodic point conditions to define a constraint that makes two quantities equal on two different (but usually equally
Lines and Circles Guided Practice: Teacher Instructions
Lines and Circles Guided Practice: Teacher Instructions Overview 1. Together, as a class, go through the Lines and Circles Guided Practice (exercises 1-22) described below. 2. Then have student teams conduct
v GMS 10.0 Tutorial SEEP2D Sheet Pile Use SEEP2D to create a flow net around a sheet pile Prerequisite Tutorials Feature Objects
v. 10.0 GMS 10.0 Tutorial Use SEEP2D to create a flow net around a sheet pile Objectives Learn how to set up and solve a seepage problem involving flow around a sheet pile using the SEEP2D interface in
2D / 3D Contaminant Transport Modeling Software
D / 3D Contaminant Transport Modeling Stware Tutorial Manual Written by: Robert Thode, B.Sc.G.E. Edited by: Murray Fredlund, Ph.D. SoilVision Systems Ltd. Saskatoon, Saskatchewan, Canada Stware License
v TUFLOW-2D Hydrodynamics SMS Tutorials Time minutes Prerequisites Overview Tutorial
v. 12.2 SMS 12.2 Tutorial TUFLOW-2D Hydrodynamics Objectives This tutorial describes the generation of a TUFLOW project using the SMS interface. This project utilizes only the two dimensional flow calculation
Water Distribution System Modeling EPANET. Import an existing water distribution model and modify link and node parameters within WMS
v. 10.1 WMS 10.1 Tutorial Water Distribution System Modeling EPANET Hydraulic Model Import an existing water distribution model and modify link and node parameters within WMS Objectives View an existing
Viewer. Release gns-mbh.com
Viewer Release 2.2.1 gns-mbh.com February 18, 2016 CONTENTS 1 Import Data 3 2 Handle Views 5 3 Control Model Data 9 3.1 Camera Control................................. 9 3.2 Handle Model Data................................
v MODFLOW Stochastic Modeling, Parameter Randomization GMS 10.3 Tutorial
v. 10.3 GMS 10.3 Tutorial MODFLOW Stochastic Modeling, Parameter Randomization Run MODFLOW in Stochastic (Monte Carlo) Mode by Randomly Varying Parameters Objectives Learn how to develop a stochastic (Monte
Training Manual FEFLOW 7.1
Training Manual FEFLOW 7.1 Groundwater Modeling with FEFLOW 7.1 August 24, 2017 DHI WASY GmbH Groundwater Modelling Centre FEFLOW Services Contents 3 Contents Preface i 0.1 Scope and structure of this
Air Movement. Air Movement
2018 Air Movement In this tutorial you will create an air flow using a supply vent on one side of a room and an open vent on the opposite side. This is a very simple PyroSim/FDS simulation, but illustrates
Example Application 4. Undrained Cylindrical Cavity Expansion in a Cam-Clay Medium
Example Application 4 Undrained Cylindrical Cavity Expansion in a Cam-Clay Medium 1 Cylindrical Cavity Model Geometry 2 Saturated Clay Properties Cam-Clay Model 3 Modeling Procedure Step 1 Step 2 Step
CONSTRUCTION OF A ROAD EMBANKMENT
CONSTRUCTION OF A ROAD EMBANKMENT 4 CONSTRUCTION OF A ROAD EMBANKMENT The construction of an embankment on soft soil with a high groundwater level leads to an increase in pore pressure. As a result of
Mesh generation using blockmesh. blockmesh
Mesh generation using blockmesh blockmesh blockmesh is a multi-block mesh generator. For simple geometries, the mesh generation utility blockmesh can be used. The mesh is generated from a dictionary file
TOCHNOG PROFESSIONAL Tutorial manual
1 TOCHNOG PROFESSIONAL Tutorial manual Dennis Roddeman March 7, 2018 2 Contents 1 Conditions 5 2 Basic information 6 3 Tutorial 1: slope safety factor analysis 7 3.1 Mesh generation with Gid................................
Lab 9: FLUENT: Transient Natural Convection Between Concentric Cylinders
Lab 9: FLUENT: Transient Natural Convection Between Concentric Cylinders Objective: The objective of this laboratory is to introduce how to use FLUENT to solve both transient and natural convection problems.
MGO Tutorial: Plume Management
MGO Tutorial: Plume Management Introduction Pumping well optimization technology is used to determine the ideal pumping well locations, and ideal pumping rates at these locations, in order to minimize
Copyright 2012 Pulse Systems, Inc. Page 1 of 22
Use the Pediatric Growth Chart Control to monitor a patient's measurements over an extended time vs. the national percentiles in a graphical output. Click anywhere to continue Copyright 2012 Pulse Systems,
Important Note - Please Read:
Important Note - Please Read: This tutorial requires version 6.01 or later of SAFE to run successfully. You can determine what version of SAFE you have by starting the program and then clicking the Help
Supersonic Flow Over a Wedge
SPC 407 Supersonic & Hypersonic Fluid Dynamics Ansys Fluent Tutorial 2 Supersonic Flow Over a Wedge Ahmed M Nagib Elmekawy, PhD, P.E. Problem Specification A uniform supersonic stream encounters a wedge
Introduction: RS 3 Tutorial 1 Quick Start
Introduction: RS 3 Tutorial 1 Quick Start Welcome to RS 3. This tutorial introduces some basic features of RS 3. The model analyzes the effect of tank loading on an existing sloped underground tunnel.
FOUR WHAT S NEW IN THIS VERSION? 4.1 FLOW-3D Usability CHAPTER
CHAPTER FOUR WHAT S NEW IN THIS VERSION? FLOW-3D v11.2.0 continues to streamline engineers simulation workflows by enabling them to more quickly set up simulations, avoid common errors, identify and enter
FLAC/Slope User s Guide Contents - 1
FLAC/Slope User s Guide Contents - 1 TABLE OF CONTENTS 1 FLAC/SLOPE 1.1 Introduction... 1-1 1.1.1 Overview... 1-1 1.1.2 Guide to the FLAC/Slope Manual... 1-2 1.1.3 Summary of Features... 1-2 1.1.4 Analysis
Wall thickness= Inlet: Prescribed mass flux. All lengths in meters kg/m, E Pa, 0.3,
Problem description Problem 30: Analysis of fluid-structure interaction within a pipe constriction It is desired to analyze the flow and structural response within the following pipe constriction: 1 1
v GMS 10.4 Tutorial FEMWATER Transport Model Build a FEMWATER model to simulate salinity intrusion
v. 10.4 GMS 10.4 Tutorial FEMWATER Transport Model Build a FEMWATER model to simulate salinity intrusion Objectives This tutorial demonstrates building a FEMWATER transport model using the conceptual model
Autodesk Moldflow Insight AMI Getting Started Tutorial
Autodesk Moldflow Insight 2012 AMI Getting Started Tutorial Revision 1, 30 March 2012. This document contains Autodesk and third-party software license agreements/notices and/or additional terms and conditions
v GMS 10.0 Tutorial UTEXAS Dam with Seepage Use SEEP2D and UTEXAS to model seepage and slope stability of an earth dam
v. 10.0 GMS 10.0 Tutorial Use SEEP2D and UTEXAS to model seepage and slope stability of an earth dam Objectives Learn how to build an integrated SEEP2D/UTEXAS model in GMS. Prerequisite Tutorials SEEP2D
v. 9.0 GMS 9.0 Tutorial UTEXAS Dam with Seepage Use SEEP2D and UTEXAS to model seepage and slope stability of a earth dam Prerequisite Tutorials None
v. 9.0 GMS 9.0 Tutorial Use SEEP2D and UTEXAS to model seepage and slope stability of a earth dam Objectives Learn how to build an integrated SEEP2D/UTEXAS model in GMS. Prerequisite Tutorials None Required
Tutorial: MODFLOW-USG Tutorial
Tutorial: Visual MODFLOW Flex 5.0 Integrated Conceptual & Numerical Groundwater Modeling Software 1 1 Visual MODFLOW Flex 5.0 The following example is a walk through of creating a MODFLOW-USG groundwater
Tutorial 01 Quick Start Tutorial
Tutorial 01 Quick Start Tutorial Homogeneous single material slope No water pressure (dry) Circular slip surface search (Grid Search) Intro to multi scenario modeling Introduction Model This quick start
The viscous forces on the cylinder are proportional to the gradient of the velocity field at the
Fluid Dynamics Models : Flow Past a Cylinder Flow Past a Cylinder Introduction The flow of fluid behind a blunt body such as an automobile is difficult to compute due to the unsteady flows. The wake behind
CS123 INTRODUCTION TO COMPUTER GRAPHICS. Clipping. Concepts, Algorithms for line clipping. 1 of 16. Andries van Dam. Clipping - 10/12/17
Clipping Concepts, Algorithms for line clipping 1 of 16 Line Clipping in 2D Clipping endpoints If x min x x max and y min y y max, the point is inside the clip rectangle. Endpoint analysis for lines: if
Free Convection Cookbook for StarCCM+
ME 448/548 February 28, 2012 Free Convection Cookbook for StarCCM+ Gerald Recktenwald gerry@me.pdx.edu 1 Overview Figure 1 depicts a two-dimensional fluid domain bounded by a cylinder of diameter D. Inside
SMS v Culvert Structures. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives
SMS v. 12.0 SRH-2D Tutorial Objectives This tutorial demonstrates the process of modeling culverts in SRH-2D. The Working with Simulations tutorial should have been completed before attempting this one.
Workbench Tutorial Minor Losses, Page 1 Tutorial Minor Losses using Pointwise and FLUENT
Workbench Tutorial Minor Losses, Page 1 Tutorial Minor Losses using Pointwise and FLUENT Introduction This tutorial provides instructions for meshing two internal flows. Pointwise software will be used
SETTLEMENT OF A CIRCULAR FOOTING ON SAND
1 SETTLEMENT OF A CIRCULAR FOOTING ON SAND In this chapter a first application is considered, namely the settlement of a circular foundation footing on sand. This is the first step in becoming familiar
Face to Face Thermal Link with the Thermal Link Wizard
SECTION 1 Face to Face Thermal Link with the 1 SECTION 1 Face to Face Thermal Link with the Thermal Link Wizard The following is a list of files that will be needed for this tutorial. They can be found
Torsional-lateral buckling large displacement analysis with a simple beam using Abaqus 6.10
Torsional-lateral buckling large displacement analysis with a simple beam using Abaqus 6.10 This document contains an Abaqus tutorial for performing a buckling analysis using the finite element program
Atrium Smoke Movement
Atrium Smoke Movement 2015 Smoke Movement in Atrium Buildings In this example you will simulate smoke movement in an atrium with and without extraction fans. Some new concepts in this example include:
Tutorial: Simulating a 3D Check Valve Using Dynamic Mesh 6DOF Model And Diffusion Smoothing
Tutorial: Simulating a 3D Check Valve Using Dynamic Mesh 6DOF Model And Diffusion Smoothing Introduction The purpose of this tutorial is to demonstrate how to simulate a ball check valve with small displacement
Tutorial: Modeling Liquid Reactions in CIJR Using the Eulerian PDF transport (DQMOM-IEM) Model
Tutorial: Modeling Liquid Reactions in CIJR Using the Eulerian PDF transport (DQMOM-IEM) Model Introduction The purpose of this tutorial is to demonstrate setup and solution procedure of liquid chemical
µ = Pa s m 3 The Reynolds number based on hydraulic diameter, D h = 2W h/(w + h) = 3.2 mm for the main inlet duct is = 359
Laminar Mixer Tutorial for STAR-CCM+ ME 448/548 March 30, 2014 Gerald Recktenwald gerry@pdx.edu 1 Overview Imagine that you are part of a team developing a medical diagnostic device. The device has a millimeter
Oasys Pdisp. Copyright Oasys 2013
Oasys Pdisp Copyright Oasys 2013 All rights reserved. No parts of this work may be reproduced in any form or by any means - graphic, electronic, or mechanical, including photocopying, recording, taping,
Geostatistics 2D GMS 7.0 TUTORIALS. 1 Introduction. 1.1 Contents
GMS 7.0 TUTORIALS 1 Introduction Two-dimensional geostatistics (interpolation) can be performed in GMS using the 2D Scatter Point module. The module is used to interpolate from sets of 2D scatter points
CE366/ME380 Finite Elements in Applied Mechanics I Fall 2007
CE366/ME380 Finite Elements in Applied Mechanics I Fall 2007 FE Project 1: 2D Plane Stress Analysis of acantilever Beam (Due date =TBD) Figure 1 shows a cantilever beam that is subjected to a concentrated