PhD Dissertation; 13 (Leipzig, 2009). - ОГЛАВЛЕНИЕ / CONTENTS
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ОбложкаSchneider C. Well flows and root water uptake: impact of local hydraulic properties on larger scale subsurface water extraction: diss. … dr. rer. nat. / Helmholtz-Centre for Environmental Research, UFZ. - Leipzig: UFZ, 2009. - xxvi, 229 p.: ill., graph. - (PhD Dissertation; 13). - ISSN 1800-0387
 

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Оглавление / Contents
 
Zusammenfassung / Abstract ...................................... I

List of Symbols and Abbreviations ............................ XVII

1  Introduction ................................................. 1
   1.1  Motivation .............................................. 1
   1.2  Outline ................................................. 4
2  Theoretical background I: subsurface water flow and well
   flows ....................................................... 11
   2.1  Flow in porous media ................................... 11
        2.1.1  Porous media .................................... 12
        2.1.2  Transition to continuum scale ................... 12
        2.1.3  Mass balance: continuity and diffusion
               equation ........................................ 14
   2.2  Subsurface ............................................. 17
   2.3  Groundwater flow ....................................... 19
        2.3.1  Well flows: radial groundwater flow ............. 20
        2.3.2  Natural heterogeneity of hydraulic properties ... 23
        2.3.3  Separation of scales ............................ 27
3  Large scale well flows in the saturated zone ................ 35
   3.1  Introduction ........................................... 35
   3.2  Model .................................................. 44
   3.3  The concept of equivalent and coarse grained
        conductivity ........................................... 45
   3.4  Coarse Graining radially convergent flow toward
        a well ................................................. 48
        3.4.1  Uniform filtering ............................... 50
        3.4.2  Nonuniform spatial filter for radially
               convergent flow toward a well ................... 54
        3.4.3  Numerical simulations ........................... 55
   3.5  Interpreting an ensemble of pumping tests .............. 59
        3.5.1  Results for coarse grained transmissivities ..... 63
        3.5.2  Convergence of ensemble averaging ............... 65
   3.6  Interpretation of single pumping tests ................. 68
   3.7  Inverse modeling ....................................... 73
        3.7.1  Estimating correlation length and geometric
               mean ............................................ 74
        3.7.2  Estimating the field Variance in ensemble
               averaged drawdowns .............................. 76
   3.8  Conclusion ............................................. 77
4  Interpreting small scale pumping tests ...................... 87
   4.1  Introduction ........................................... 87
   4.2  Model .................................................. 90
   4.3  Coarse Graining for 3-dimensional short range well
        flows .................................................. 91
   4.4  Inversion of 3-D pumping test data by Firmani et al.
        (2006) ................................................. 95
        4.4.1  Numerical setup ................................. 96
        4.4.2  Step I: estimation of horizontal integral
               scale, geometric mean and variance .............. 98
        4.4.3  Step II: additional estimation of anisotropy
               ratio .......................................... 100
        4.4.4  Limitations of the proposed procedure .......... 103
   4.5  Summary and conclusion ................................ 103
   4.6  Appendix .............................................. 105
5  Theoretical background II: unsaturated water flow and
   root water uptake .......................................... 109
   5.1  Soil water flow ....................................... 110
   5.2  Root water uptake ..................................... 114
6  The split root modeling study in the unsaturated zone ...... 129
   6.1  Introduction .......................................... 129
   6.2  Background ............................................ 133
   6.3  Methods ............................................... 136
        6.3.1  Microscale Models Type I, Richards' equation
               for flow towards a single root ................. 137
        6.3.2  Microscale Model Type II: Simplifications for
               flow towards a single root ..................... 140
        6.3.3  Microscale Model Type III: Inclusion of root
               radial resistance .............................. 140
        6.3.4  Special case:  root-water uptake for a split
               root experiment in linear soil ................. 142
        6.3.5  Macroscale Model ............................... 143
        6.3.6  Model Scenarios and Input ...................... 143
   6.4  Results ............................................... 145
        6.4.1  Modeled macroscopic uptake considering only
               soil resistance with a nonlinear Richards'
               equation ....................................... 145
        6.4.2  Comparison with simplified approaches .......... 150
        6.4.3  Modulation of macroscopic water uptake by
               plant factors: plant resistance ................ 153
   6.5  Discussion ............................................ 156
   6.6  Conclusion ............................................ 161
   6.7  Appendix: Derivation of the Linear Split Root
        Experiment ............................................ 164
7  Effects of root system on plants water uptake .............. 175
   7.1  Introduction .......................................... 175
   7.2  Models and methods .................................... 179
        7.2.1  Bulk water flow in the unsaturated zone ........ 180
        7.2.2  The hydraulic root water uptake model
               "aRoot" ........................................ 182
        7.2.3  The root architecture model .................... 191
        7.2.4  The RLD model .................................. 193
        7.2.5  Model input and scenarios ...................... 193
   7.3  Results ............................................... 195
        7.3.1  Influence of root architecture and hydraulic
               root parameters on root water uptake
               behavior ....................................... 195
        7.3.2  Influence of root architecture on uptake
               profiles ....................................... 197
        7.3.3  Influence of root architecture on critical
               point of water uptake limitation ............... 200
   7.4  Discussion ............................................ 204
   7.5  Summary and conclusions ............................... 207
8  Synthesis .................................................. 217
   8.1  Summary and Conclusions ............................... 217
   8.2  Outlook ............................................... 222

Acknowledgements/Danksagung ................................... 227

Curriculum Vitae .............................................. 231


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