Quality of ground water : guidelines for selection and application of frequently used models /
Prepared under the auspices of the ASCE Environmental Engineering Division, this manual reports on a survey of the professional community to determine which contaminated ground water models are in frequent use, classifies these models according to a unified set of criteria developed by this task com...
Clasificación: | Libro Electrónico |
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Autor Corporativo: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
New York :
American Society of Civil Engineers,
1996.
|
Colección: | ASCE manuals and reports on engineering practice ;
no. 85. |
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Contents
- Foreword
- Glossary
- A
- B
- C
- D
- E
- F
- G
- H
- I
- L
- M
- N
- O
- P
- R
- S
- T
- U
- V
- Chapter 1 Important Findings
- Chapter 2 Organization and Background
- 2.1 Committee Organization
- 2.2 Uncertainties in Applying Models
- 2.3 Organization of This Monograph
- Chapter 3 Ground Water Modeling Survey
- 3.1 Available Survey Data
- 3.2 Approach and Procedures
- 3.2.1 ASCE Survey
- 3.2.2 EPA Survey
- 3.2.3 Geraghty and Miller Survey
- 3.2.4 Brookhaven National Laboratory Survey3.3 Widely Used Models
- 3.3.1 ASCE Survey
- 3.3.2 EPA Survey
- 3.3.3 Geraghty and Miller Survey
- 3.3.4 Brookhaven National Laboratory Survey
- 3.4 Frequency of Usage
- 3.5 Training and Education
- 3.6 Technical Support
- 3.7 Other Problems Noted in the Surveys
- 3.8 Selection of Models for Further Evaluation
- Chapter 4 Classification Criteria
- 4.1 Three Groups of Classification Criteria
- 4.2 Classification Criteria Based on Usage or Purpose
- 4.3 Classification Based on Function or Process Modeling
- 4.4 Classification Based on Simulation of Aquifer Characteristics and Solution Techniques4.4.1 Characteristics of the Porous Media, Ground Water, and Contaminants
- 4.4.2 Assumptions of Dimensionality
- 4.4.3 Solution Techniques
- Chapter 5 Classification of Ground Water Models
- 5.1 Introduction
- 5.2 Procedure
- 5.3 Results
- Chapter 6 Model Parameters
- 6.1 Guidance on Parameter Selection
- 6.2 The Questionnaire and the Response
- 6.3 Parameter Specification
- 6.3.1 Hydrogeologic Properties
- 6.3.2 Hydraulic Properties
- 6.3.3 Mass Transport Parameters6.3.4 Dimensionality and Solution Techniques
- 6.4 Specification of Boundary Conditions
- 6.4.1 Mathematical Boundaries
- 6.4.2 Hydrogeologic Boundaries for Flow Models
- 6.4.3 Boundary Conditions for Transport Models
- 6.5 Model Setup and Calibration
- 6.5.1 Formulation of Conceptual Model
- 6.5.2 Relative Significance of Parameters
- 6.5.3 Limitations and Quality of Input Parameters
- 6.5.4 Calibrated Data and Sensitivity Analysis
- Chapter 7 Model Evaluation
- 7.1 Introduction
- 7.1.1 Description of Questionnaires
- 7.1.2 Response to Questionnaires7.2 Model Applicability
- 7.2.1 Flow Models
- 7.2.2 Transport Models
- 7.3 Model Usability
- 7.3.1 Key Model Assumptions, Strengths and Limitations Identified by Model Developers
- 7.3.2 Key Model Strengths and Limitations Identified by Model Users
- 7.3.3 QA/QC Procedures Used for Model Runs
- 7.3.4 Ways in Which Models Are Used Incorrectly
- 7.3.5 Citations Describing Sensitivity of Model Parameters
- 7.4 Model Accessories
- 7.4.1 Pre- and Post-Processors