CONJUNCTIVE WATER MANAGEMENT
1 WHAT IS CONJUNCTIVE WATER MANAGEMENT?
2 FUNDAMENTAL CONCEPTS OF CONJUNCTIVE WATER MANAGEMENT
3 TECHNICAL AND MANAGEMENT DIFFERENCES BETWEEN SURFACE WATER AND GROUNDWATER
4 INFORMAL AND FORMAL SYSTEMS
5 HIGHLY VERSUS POORLY CONNECTED SYSTEMS
6 BENEFITS OF CWM
7 ROLE OF MANAGED AQUIFER RECHARGE
8 ANALYSIS AND MODELING APPROACHES FOR CWM
8.1 Integrated Surface Water and Groundwater Models
8.2 Analytical and Field Methods
8.3 Numerical Models
8.4 Economic Optimization Models
9 INSTITUTIONAL STRUCTURES FOR EFFECTIVE CWM
10 CWM DEVELOPMENT OPTIONS
10.1 Governance Approaches
10.1.1 Institutional Strengthening
10.1.2 Policy and Legislation
10.1.3 Planning
10.1.4 Market and Pricing Approaches
10.1.5 Actual Implementation
10.1.6 Building Knowledge and Communication
10.2 Use of Financial and Market-Based Instruments to Develop Planned CWM
11 CWM WRAP-UP
12 EXERCISES
12.1 Conceptual Exercises
12.2 Follow-Up Conceptual Questions
12.3 Technical Questions
12.4 Modeling Analysis Exercises
13 REFERENCES
14 BOXES
Boxes Part A – Management Focused CWM Examples
Box 1 – Uttar Pradesh, India
Box 2 – Mendoza, Argentina
Box 3 – Queensland, Australia
Box 4 – Indus Basin, Pakistan
Box 5 – Other CWM Examples
Boxes Part B – Modeling Focused CWM Examples
Box 6 – Central Valley, California, USA
Box 7 – Lower Rio Grande, New Mexico, Texas, USA, and Conejos Medanos, Chihuahua, Mexico
Box 8 – Pajaro Valley, Conjunctive-Use Modeling
Box 9 – Other Modeling Examples
15 EXERCISE SOLUTIONS
15.1 Conceptual Exercise Solutions
15.2 Answers to Follow-Up Conceptual Questions
15.3 Answers to Technical Questions
16 ABBREVIATIONS / ACRONYMS
17 ABOUT THE AUTHORS
Exercise Manual in Supplemental Zip File
CWM Example-Model Scenario Exercises with MF-OWHM
1 INTRODUCTION
2 MODEL EXERCISE FOLDER STRUCTURE AND FILES
3 OVERALL EXAMPLE MODEL SETUP
3.1 Model Structure
3.2 Simulation Period
3.3 Initial Conditions
3.4 Boundary Conditions
4 WATER BUDGETS FOR THE BASELINE SCENARIO
5 SUMMARIZED COMPARISON OF THE MODEL EXERCISE SCENARIOS
6 RERUNNING THE MODELS FOR SCENARIOS
7 POSTPROCESSORS FOR IHM ANALYSIS
8 OBSERVATIONS FOR ANALYZING AND CALIBRATING IHM MODELS
9 BASELINE SCENARIO
10 EXERCISE 1 – ADDITION OF AN URBAN WELL
10.1 Input
10.1.1 Optional: Building of an MNW2 File to Include the Urban Well
10.2 Output
10.2.1 How to Build Analysis Components from Postprocessing Outputs
10.2.2 Examining the Analysis Results
10.3 Exercise 1 Questions and Answers
11 EXERCISE 2 – CHANGED CROP TYPE
11.1 Input
11.1.1 Optional: Building Input Files for Alternate Crop Types
11.2 Exercise 2 Questions and Answers
12 EXERCISE 3 – ADDITION OF SALINITY FLUSHING
12.1 Input
12.1.1 Optional: Building of an FMP File to Include Salinity Flushing
12.2 Exercise 3 Questions and Answers
13 EXERCISE 4 – ADJUSTMENT OF WATER DEMAND TO EQUAL SUPPLY FOR SUSTAINABILITY
13.1 Input
13.1.1 Optional: Building of an FMP File to Reduce Supply by Limiting Pumping
13.2 Exercise 4 Questions and Answers
14 EXERCISE 5 – CHANGED WATER SUPPLY AND DEMAND DUE TO CLIMATE CHANGE
14.1 Input – Optional: Building of FMP Files to Change Precipitation and Evapotranspiration
14.2 Exercise 5 Questions and Answers
15 EXERCISE 6 – ADJUSTMENT OF SURFACE-WATER OPERATIONS
15.1 Input – Optional: Post-Processing of SWO Results
15.2 Output Evaluation
15.3 Exercise 6 Questions and Answers
16 REFERENCES
