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首页GeoStudio VADOSE/W 地表环境下非饱和区渗流软件用户手册[英文]
VADOSE/W是一款革命性的软件,它可以模拟环境变化、蒸发、地表水、渗流及地下水对某个区域的影响。VADOSE/W软件是一款分析外界环境中的水体通过地面和地下的非饱和土区域进入地下水体的有限元软件。它可以对各种环境状况和地下水渗流相结合的问题进行分析。比如,用户可以使用VADOSE/W软件对由于下雨而引起的地下水渗流问题进行简单的分析,也可以建立一种考虑了雪的融化、植物根部的蒸发、表面蒸发、流走、积聚、气体扩散等多种因素影响的非常复杂的模型来进行分析。
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Vadose Zone Modeling
with VADOSE/W
An Engineering Methodology
July 2012 Edition
GEO-SLOPE International Ltd.
Copyright © 2004-2012 by GEO-SLOPE International, Ltd.
All rights reserved. No part of this work may be reproduced or transmitted in any
form or by any means, electronic or mechanical, including photocopying,
recording, or by any information storage or retrieval system, without the prior
written permission of GEO-SLOPE International, Ltd.
Trademarks: GEO-SLOPE, GeoStudio, SLOPE/W, SEEP/W, SIGMA/W,
QUAKE/W, CTRAN/W, TEMP/W, AIR/W and VADOSE/W are trademarks or
registered trademarks of GEO-SLOPE International Ltd. in Canada and other
countries. Other trademarks are the property of their respective owners.
GEO-SLOPE International Ltd
1400, 633 – 6
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Ave SW
Calgary, Alberta, Canada T2P 2Y5
E-mail: info@geo-slope.com
Web: http://www.geo-slope.com
VADOSE/W Table of Contents
Page i
Table of Contents
1 Introduction ......................................................................................... 1
Balancing the sun's energy at the ground surface ....................................................... 1
Actual evaporation ........................................................................................................ 3
Typical applications ...................................................................................................... 3
1.1 Overview of this book .......................................................................................................... 3
2 Numerical Modeling: What, Why and How ......................................... 5
2.1 Introduction ......................................................................................................................... 5
2.2 What is a numerical model? ................................................................................................ 5
2.3 Modeling in geotechnical engineering ................................................................................. 7
2.4 Why model? ........................................................................................................................ 9
Quantitative predictions .............................................................................................. 10
Compare alternatives ................................................................................................. 11
Identify governing parameters .................................................................................... 12
Discover & understand physical process - train our thinking ..................................... 13
2.5 How to model .................................................................................................................... 16
Make a guess ............................................................................................................. 16
Simplify geometry ....................................................................................................... 18
Start simple ................................................................................................................. 19
Do numerical experiments .......................................................................................... 20
Model only essential components .............................................................................. 21
Start with estimated material properties ..................................................................... 22
Interrogate the results ................................................................................................. 23
Evaluate results in the context of expected results .................................................... 23
Remember the real world ........................................................................................... 23
2.6 How not to model .............................................................................................................. 24
2.7 Closing remarks ................................................................................................................ 25
3 Geometry and Meshing .................................................................... 28
3.1 Introduction ....................................................................................................................... 28
3.2 Geometry Objects in GeoStudio ....................................................................................... 29
Regions, Points and Lines .......................................................................................... 30
Free Points ................................................................................................................. 32
Free Lines ................................................................................................................... 32
Interface Elements on Lines ....................................................................................... 33
Circular Openings ....................................................................................................... 35
Table of Contents VADOSE/W
Page ii
3.3
Mesh Generation ............................................................................................................... 36
Structured mesh ......................................................................................................... 37
Unstructured quad and triangle mesh ........................................................................ 37
Unstructured triangular mesh ..................................................................................... 37
Triangular grid regions ................................................................................................ 38
Rectangular grid of quads .......................................................................................... 39
3.4 Surface layers ................................................................................................................... 39
3.5 Joining regions .................................................................................................................. 42
3.6 Meshing for transient analyses ......................................................................................... 43
3.7 Finite Elements ................................................................................................................. 44
3.8 Element fundamentals ...................................................................................................... 45
Element nodes ............................................................................................................ 45
Field variable distribution ............................................................................................ 45
Element and mesh compatibility ................................................................................. 46
Numerical integration .................................................................................................. 48
Secondary variables ................................................................................................... 49
3.9 General guidelines for meshing ........................................................................................ 49
Number of elements ................................................................................................... 50
Effect of drawing scale ............................................................................................... 50
Mesh purpose ............................................................................................................. 51
Simplified geometry .................................................................................................... 52
4 Material Properties ............................................................................ 55
4.1 Soil behavior models ......................................................................................................... 55
Material models in VADOSE/W .................................................................................. 55
4.1 Soil water storage – water content function ...................................................................... 56
Factors affecting the volumetric water content ........................................................... 58
4.2 Storage function types and estimation methods ............................................................... 58
Estimation method 1 (grain size - Modified Kovacs) .................................................. 59
Estimation method 2 (sample functions) .................................................................... 61
Closed form option 1 (Fredlund and Xing, 1994) ....................................................... 62
Closed form option 2 (Van Genuchten, 1980) ........................................................... 63
4.3 Coefficient of volume compressibility ................................................................................ 64
4.4 Hydraulic conductivity ....................................................................................................... 64
4.5 Frozen ground hydraulic conductivity ............................................................................... 67
4.6 Conductivity function estimation methods ........................................................................ 68
Method 1 (Fredlund et al, 1994) ................................................................................. 68
VADOSE/W Table of Contents
Page iii
Method 2 (Green and Corey, 1971) ........................................................................... 69
Method 3 (Van Genuchten, 1980) .............................................................................. 71
4.7 Interface model parameters .............................................................................................. 72
4.8 Thermal functions .............................................................................................................. 72
Unfrozen water content function ................................................................................. 72
Thermal conductivity ................................................................................................... 74
Estimating thermal conductivity for soils .................................................................... 75
Typical values of thermal conductivity ........................................................................ 76
Volumetric heat capacity ............................................................................................ 77
Estimating volumetric heat capacity ........................................................................... 78
Typical values of volumetric heat capacity ................................................................. 79
4.9 Sensitivity of hydraulic results to material properties ........................................................ 81
Changes to the air-entry value (AEV) ......................................................................... 81
Changes to the saturated hydraulic conductivity ........................................................ 83
Changes to the slope of the VWC function ................................................................ 85
Changes to the residual volumetric water content ..................................................... 87
Fully defined conductivity function in evaporation analyses ....................................... 88
4.10 Sensitivity of thermal results to material properties and water content in soil .................. 90
4.11 Gas diffusion parameters .................................................................................................. 91
5 Boundary Conditions ........................................................................ 93
5.1 Introduction ....................................................................................................................... 93
5.2 Fundamentals ................................................................................................................... 93
5.3 Boundary condition locations ............................................................................................ 95
Region face boundary conditions ............................................................................... 96
5.4 Head boundary conditions ................................................................................................ 96
Definition of total head ................................................................................................ 96
Head boundary conditions on a dam .......................................................................... 98
Constant pressure conditions ................................................................................... 100
Far field head conditions .......................................................................................... 100
5.5 Specified boundary flows ................................................................................................ 101
5.6 Sources and sinks ........................................................................................................... 104
5.7 Seepage faces ................................................................................................................ 105
5.8 Free drainage (unit gradient) .......................................................................................... 107
5.9 Far field boundary conditions .......................................................................................... 108
5.10 Hydraulic boundary functions .......................................................................................... 110
General ..................................................................................................................... 110
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