A user's approach to assess numerical codes for saturated and unsaturated seepage conditions

Canadian Geotechnical Journal

Volumn 38, Issue 5, 2001, Pages 1113-1126

  Chapuis, R P ^a   Chenaf, D ^a   Bussiere B ^a   Aubertin, M ^a   Crespo, R ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

Groundwater; Numerical code; Quality control; Saturated and unsaturated seepage

Indexed keywords

CODES (SYMBOLS); COMPUTER SIMULATION; DATA REDUCTION; DECISION MAKING; NUMERICAL ANALYSIS; SATURATION (MATERIALS COMPOSITION); SEEPAGE; UNSTEADY FLOW;

NUMERICAL CODES;

GROUNDWATER FLOW;

GROUNDWATER; NUMERICAL MODEL; QUALITY CONTROL; SEEPAGE; STEADY FLOW; UNSATURATED FLOW;

EID: 0034739947     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-5-1113     Document Type: Article

References (60)

1. Numerical simulations to investigate moisture-retention characteristics in the design of oxygen-limiting covers for reactive mine tailings
2. Standard guide for developing and evaluating groundwater modeling codes (D6025)
3. Some particular hydrogeotechnical considerations for the management of mining waste producing acidic drainage in the northwest of Quebec
4. Propriétés des résidus miniers utilisés comme matériaux de recouvrement pour limiter le DMA
5. Recouvrements multicouches avec effects de barrière capillaire pour contrôler le drainage minier acide; étude en laboratoire et in situ
6. Une modélisation numérique des écoulements non saturés dans les couvertures multicouches en sols
7. The free surface around, and interference between, gravity wells
8. Reduction of acid generation in mine tailings through the use of moisture-retaining cover layers as oxygen barriers: Discussion
9. The flow pattern near a gravity well in a uniform water bearing medium
10. Unsteady radial flow to a pumped well allowing for delayed yield from storage
11. Modélisation mathématique des écoulements en milieu non saturé par la méthode des éléments finis
12. Simulation des écoulements dans les milieux poreux de saturation variable à l'aide de la formulation mixte de l'équation de Richards
13. Contrôle de la qualité dans la détermination des paramètres d'écoulement souterrain
14. Controlling the quality of groundwater parameters: Some examples
15. Étude numérique du pompage en régime permanent dans un aquifère à nappe libre
16. Analyse numérique de la hauteur de suintement dans un puits pompant un aquifère à nappe libre
17. The permeability of porous materials
18. A method of estimating parameters and assessing reliability for models of steady state ground-water flow
19. Some new procedures for the solution of variably saturated flow problems
20. A generalized graphical method for evaluating formation constants and summarizing well field history
21. Constitutive relations for volume change in unsaturated soils
22. Stress state variables for unsaturated soils
23. Calculation of hydraulic conductivity: A further evaluation of some predictive models
24. An investigation of steady flow toward a gravity well
25. A comparative study of three forms of the Richard's equation used for predicting one-dimensional infiltration in unsaturated soil
26. Comparison of numerical simulation models for one-dimensional infiltration
27. FLOTRAN, a three-dimensional ground water model, with comparisons to analytical solutions and other models
28. Flow of ground water
29. Analysis and evaluation of pumping test data
30. Comparison of iterative methods for improved solutions of the fluid flow equation in partially saturated porous media
31. Reduction of acid generation in mine tailings through the use of moisture-retaining cover layers as oxygen barriers
32. Reduction of acid generation in mine tailings through the use of moisture-retaining cover layers as oxygen barriers: Reply
33. Theory of water movement in soils: 2. One-dimensional infiltration
34. Theory of water movement in soils: 8. One-dimensional infiltration with constant flux at the surface
35. The theory of infiltration: I. The infiltration equation and its solution
36. Capillary conduction of liquids through porous medium
37. Verification tests for contaminant transport codes
38. The unreliability of open observation boreholes in unconfined aquifer pumping tests
39. Sur l'hydraulique des puits
40. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage
41. 1-D, 2-D, and 3-D analytical solutions of unsaturated flow in groundwater
42. Brief quantitative guidelines for the design and analysis of pumping tests
43. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
44. Flow into a well by electrical and membrane analogy