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SEEP/W 是一款岩土体渗流分析软件,可以分析从简单的饱和问题到复杂的非饱和问题,稳态渗流和瞬态渗流。软件可以定义渗透各项异性,通过瞬态分析,可以得出不同时刻不同点的孔隙水压力分布状况,其结果可以被用于SLOPE/W研究边坡、路堤稳定性随时间变化的关系。 在污染物运移问题中,地下水渗流速度是关键因素之一,通过SEEP/W软件计算出地下水渗流速度,应用于CTRAN/W软件分析污染物的扩散、转移。 SEEP/W 软件被广泛应用于岩土工程、水利水电、市政、土木、环境、采矿工程等领域渗流问题的分析和设计,是全球市场上主流的渗流分析软件。
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Seepage Modeling
with SEEP/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
th
Ave SW
Calgary, Alberta, Canada T2P 2Y5
E-mail: info@geo-slope.com
Web: http://www.geo-slope.com
SEEP/W Table of Contents
Page i
Table of Contents
1 Introduction ......................................................................................... 1
2 Numerical Modeling: What, Why and How ......................................... 3
2.1 Introduction 3
2.2 What is a numerical model? 3
2.3 Modeling in geotechnical engineering 5
2.4 Why model? 7
Quantitative predictions ................................................................................................ 8
Compare alternatives ................................................................................................... 9
Identify governing parameters .................................................................................... 10
Discover & understand physical process - train our thinking ..................................... 11
2.5 How to model 14
Make a guess ............................................................................................................. 14
Simplify geometry ....................................................................................................... 16
Start simple ................................................................................................................. 17
Do numerical experiments .......................................................................................... 18
Model only essential components .............................................................................. 19
Start with estimated material properties ..................................................................... 20
Interrogate the results ................................................................................................. 21
Evaluate results in the context of expected results .................................................... 21
Remember the real world ........................................................................................... 21
2.6 How not to model 22
2.7 Closing remarks 23
3 Geometry and Meshing .................................................................... 25
3.1 Introduction 25
3.2 Geometry objects in GeoStudio 26
Soil regions, points and lines ...................................................................................... 27
Free points .................................................................................................................. 29
Free lines .................................................................................................................... 29
Interface elements on lines ......................................................................................... 31
Circular openings ........................................................................................................ 33
3.3 Mesh generation 34
Structured mesh ......................................................................................................... 35
Unstructured quad and triangle mesh ........................................................................ 35
Unstructured triangular mesh ..................................................................................... 35
Table of Contents SEEP/W
Page ii
Triangular grid regions ................................................................................................ 36
Rectangular grid of quads .......................................................................................... 37
3.4 Surface layers 37
3.5 Joining regions 40
3.6 Meshing for transient analyses 41
3.7 Finite elements 42
3.8 Element fundamentals 43
Element nodes ............................................................................................................ 43
Field variable distribution ............................................................................................ 43
Element and mesh compatibility ................................................................................. 44
Numerical integration .................................................................................................. 46
Secondary variables ................................................................................................... 47
3.9 Infinite regions 47
3.10 General guidelines for meshing 49
Number of elements ................................................................................................... 49
Effect of drawing scale ............................................................................................... 50
Mesh purpose ............................................................................................................. 50
Simplified geometry .................................................................................................... 52
4 Material Models and Properties ........................................................ 53
4.1 Soil behavior models 53
Material models in SEEP/W ....................................................................................... 53
4.1 Soil water storage – water content function 54
Factors affecting the volumetric water content ........................................................... 56
4.2 Storage function types and estimation methods 56
Estimation method 1 (grain size - Modified Kovacs) .................................................. 57
Estimation method 2 (sample functions) .................................................................... 59
Closed form option 1 (Fredlund and Xing, 1994) ....................................................... 60
Closed form option 2 (Van Genuchten, 1980) ............................................................ 61
4.3 Soil material function measurement 62
Direct measurement of water content function ........................................................... 62
4.4 Coefficient of volume compressibility 63
4.5 Hydraulic conductivity 64
4.6 Frozen ground hydraulic conductivity 66
4.7 Conductivity function estimation methods 68
Method 1 (Fredlund et al, 1994) ................................................................................. 68
Method 2 (Green and Corey, 1971) ........................................................................... 69
SEEP/W Table of Contents
Page iii
Method 3 (Van Genuchten, 1980) .............................................................................. 70
4.8 Interface model parameters 71
4.9 Sensitivity of hydraulic results to material properties 72
Changes to the air-entry value (AEV) ......................................................................... 72
Changes to the saturated hydraulic conductivity ........................................................ 74
Changes to the slope of the VWC function ................................................................ 76
Changes to the residual volumetric water content ..................................................... 78
5 Boundary Conditions ........................................................................ 80
5.1 Introduction 80
5.2 Fundamentals 80
5.3 Boundary condition locations 82
Region face boundary conditions ............................................................................... 83
5.4 Head boundary conditions 83
Definition of total head ................................................................................................ 83
Head boundary conditions on a dam .......................................................................... 85
Constant pressure conditions ..................................................................................... 87
Far field head conditions ............................................................................................ 87
5.5 Specified boundary flows 88
5.6 Sources and sinks 91
5.7 Seepage faces 92
5.8 Free drainage (unit gradient) 94
5.9 Ground surface infiltration and evaporation 95
5.10 Far field boundary conditions 97
5.11 Boundary functions 98
General ....................................................................................................................... 98
Head versus time ........................................................................................................ 99
Head versus volume ................................................................................................. 101
Nodal flux Q versus time .......................................................................................... 102
Unit flow rate versus time ......................................................................................... 103
Modifier function ....................................................................................................... 104
6 Analysis Types ................................................................................ 107
6.1 Steady state 107
Boundary condition types in steady state ................................................................. 108
6.2 Transient 108
Initial conditions ........................................................................................................ 108
Drawing the initial water table .................................................................................. 110
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