Upscaling and Inverse Modeling of Groundwater Flow and Mass ...

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160 CHAPTER 6. GROUNDWATER FLOW INVERSE MODELING . . . Unconditional Parallel flow Non Localized Parallel flow Localized Radial flow Non Localized Radial flow Localized Conncectivity Function 1 0.8 0.6 0.4 0.2 Scenario 1/7 Correct Prior Wrong Prior 0 0 50 100 150 Lag [m] 200 250 300 Conncectivity Function 1 0.8 0.6 0.4 0.2 Scenario 2/8 0 0 50 100 150 Lag [m] 200 250 300 Figure 6.8: Connectivity function of logconductivity fields at time step nT = 60 for the different scenarios. Gray curves correspond to individual realizations, their mean is given by the triangles and the circles correspond to the reference.
CHAPTER 6. GROUNDWATER FLOW INVERSE MODELING . . . 161 Parallel flow Correct prior Parallel flow Wrong prior Radial flow Correct prior Radial flow Wrong prior RMSE RMSE RMSE RMSE 10 1 0,1 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 1: Unconditional Scenario 3: Non localized Scenario 4: Localized 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 2: Unconditional Scenario 5: Non localized Scenario 6: Localized 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 7: Unconditional Scenario 9: Non localized Scenario 10: Localized 0,01 0 20 40 60 80 100 Simulation Time Step Scenario 8: Unconditional Scenario 11: Non localized Scenario 12: Localized ES ES ES ES 10 1 0,1 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 1: Unconditional Scenario 3: Non localized Scenario 4: Localized 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 2: Unconditional Scenario 5: Non localized Scenario 6: Localized 0,01 0 20 40 60 80 100 10 1 0,1 Simulation Time Step Scenario 7: Unconditional Scenario 9: Non localized Scenario 10: Localized 0,01 0 20 40 60 80 100 Simulation Time Step Scenario 8: Unconditional Scenario 11: Non Localized Scenario 12: Localized Figure 6.9: RMSE and ES of simulated heads for the different scenarios.
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Upscaling and Inverse Modeling of G
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c⃝ Copyright by Liangping Li 2011
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Abstract The need to reduce the com
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improved as more data is assimilate
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Resumen La necesidad de reducir el
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Por último, en el tercer bloque, e
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Resum La necessitat de reduir el co
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flux i el transport (conductivitat
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Acknowledgements I want to thank my
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xx CONTENTS 3 Transport Upscaling U
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xxii CONTENTS
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xxiv LIST OF FIGURES 2.7 Flow compa
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xxvi LIST OF FIGURES 4.4 Reference
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xxviii LIST OF FIGURES
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1.1 Motivation and Objectives 1 Int
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CHAPTER 1. INTRODUCTION 3 Chapter 2
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6 CHAPTER 2. A COMPARATIVE STUDY OF
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8 CHAPTER 2. A COMPARATIVE STUDY OF
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10 CHAPTER 2. A COMPARATIVE STUDY O
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38 BIBLIOGRAPHY Berkowitz, B., Sche
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40 BIBLIOGRAPHY Gómez-Hernández,
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42 BIBLIOGRAPHY Salamon, P., Fernà
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44 CHAPTER 3. TRANSPORT UPSCALING U
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70 BIBLIOGRAPHY Dagan, G., 1994. Up
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72 BIBLIOGRAPHY Lawrence, A. E., Sa
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74 BIBLIOGRAPHY Zhang, Y., 2004. Up
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76 CHAPTER 4. MODELING TRANSIENT GR
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100 CHAPTER 4. MODELING TRANSIENT G
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102 BIBLIOGRAPHY Durlofsky, L. J.,
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104 BIBLIOGRAPHY Tran, T., 1996. Th
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106 CHAPTER 5. JOINTLY MAPPING HYDR
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108 CHAPTER 5. JOINTLY MAPPING HYDR
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