Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991)

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Veröffentlicht: Berlin u.a. Springer 1993
Schriftenreihe:Advanced series in agricultural sciences 20
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adam_text Contents Introduction The Contributions of Eshel Bresler to Soil Science W.D. Kemper ........................................ 3 E. Bresler: List of Publications ......................... 6 Part I Stochastic Modeling of Flow and Transport in Unsaturated Soil at Field Scale 1 The Bresler-Dagan Model of Flow and Transport: Recent Theoretical Developments G. Dagan 1.1 Introduction ..................................... 14 1.2 The Assumptions and the Main Results of the Original BD Model ....................................... 15 1.3 The Effect of Local Dispersion ..................... 18 1.4 Unsteady Flow (Infiltration and Redistribution) and Transport .................................... 20 1.5 Transport of Reactive Solutes in Heterogeneous Fields . 22 1.6 Sensitivity Analysis of Crop Yield in a Heterogeneous Field .......................... 24 1.7 Solute Flux in Heterogeneous Soils ................. 25 1.8 Mass Arrival of Sorptive Solute into the Groundwater . 28 1.9 Validity of One-Dimensional Approximation for Infiltration in Heterogeneous Soils............... 29 References ............................................ 30 2 Field-Scale Solute Flux Through Macroporous Soils G. Destouni 2.1 Introduction ..................................... 33 2.2 Transport Model.................................. 34 2.3 Travel Time PDF ................................. 36 2.4 Illustration of Results ............................. 38 2.5 Discussion and Conclusions ........................ 42 References ............................................ 43 X Contents 3 Towards Pore-Scale Analysis of Preferential Flow and Chemical Transport R.J. Luxmoore and L.A. Ferrand 3.1 Scales of Preferential Flow ....................... 45 3.2 Immobile Water ................................ 46 3.3 Old Water - New Water ........................ 46 3.4 Subsurface Transport Investigations at Oak Ridge, Tennessee ......................... 47 3.5 Pathlength-Supply Hypothesis .................... 49 3.6 Percolation Theory.............................. 51 3.7 Percolation Modeling............................ 52 3.7.1 Hydraulic Conductivity and Dispersion Coefficient .. 54 3.7.2 Mass Transfer Coefficient ........................ 56 3.8 Stochastic Methods (Latin Hypercube Sampling)----- 57 3.9 Synopsis ....................................... 57 References ............................................ 59 4 Analysis of Solute Transport in Partially Saturated Heterogeneous Soils D. Russo 4.1 Introduction ................................... 61 4.2 Basic Concepts and Definitions................... 63 4.3 Modeling of Solute Transport in Heterogeneous Porous Media .................. 65 4.3.1 Transport in Saturated Porous Media.............. 65 4.3.2 Transport in Unsaturated Porous Media ........... 67 4.3.2.1 Simplified Stochastic Approach................... 67 4.3.2.2 Simulation of Solute Transport ................... 69 4.3.2.3 General Stochastic Approach ..................... 73 4.4 Summary and Conclusions ....................... 78 References ............................................ 79 5 Solute Lifetime Correlations in Chemical Transport Through Field Soils G. Sposito 5.1 Introduction ................................... 82 5.2 Fundamental Statistical Concepts ................. 83 5.3 Perfect Correlations Among Solute Lifetimes ....... 86 5.4 Less Than Perfect Correlations Among Solute Lifetimes ......................... 90 5.5 Concluding Remarks ............................ 93 References ............................................ 94 Contents XI Part II Solutions of Flow and Transport in Unsaturated Media by Deterministic Models 6 HYSWASOR - Simulation Model of Hysteretic Water and Solute Transport in the Root Zone C. DlRKSEN, J.B. KOOL, P. KOOREVAAR, and M. Th. van Genuchten 6.1 Introduction .................................... 99 6.2 Governing Equations ............................ 102 6.2.1 Water Transport ................................. 102 6.2.2 Closed Scanning Loop Hysteresis Algorithm ........ 102 6.2.3 Solute Transport ................................ 104 6.2.4 Root Water Uptake .............................. 104 6.3 Input .......................................... 106 6.3.1 General Data ................................... 106 6.3.2 Soil Parameters ................................. 109 6.3.3 Boundary Conditions ............................ 109 6.3.4 Initial Conditions ............................... 110 6.4 Output......................................... Ill 6.4.1 Screen Output .................................. Ill 6.5 Simulations..................................... 112 6.5.1 Daily Irrigation ................................. 112 6.5.2 Six-Day-Interval Irrigation ........................ 116 6.6 Concluding Remarks............................. 116 References ............................................ 120 7 Unstable Flow: A Potentially Significant Mechanism of Water and Solute Transport to Groundwater D. HlLLEL 7.1 Nature of the Problem ........................... 123 7.2 Review of Unstable Flow ......................... 124 7.3 Instability Between Fluids Differing in Density or Viscosity .................................... 125 7.4 Instability During Infiltration into Unsaturated Soils . 126 7.5 Preliminary Evidence from Field Experiments....... 131 7.6 Final Comment ................................. 133 References ............................................ 133 8 Capillary Barrier at the Interface of Two Layers H.J. Morel-Seytoux 8.1 The Particular Physical Problem Considered ........ 136 8.2 Conditions at the Interface ....................... 136 8.3 Basic Equations ................................. 139 8.3.1 Two-Phase Flow Background and Notations ........ 139 XII Contents 8.3.2 Soil Characteristics Representation ............... 140 8.3.2.1 Capillary Pressure ............................. 140 8.3.2.2 Relative Permeability ........................... 140 8.3.2.3 Effective Capillary Drive........................ 140 8.3.3 Propagation Velocities of Fronts ................. 141 8.3.4 Total Velocity Expression for Particular Problem ... 141 8.4 System of Equations to Be Solved ............... 141 8.5 Solution ...................................... 142 8.5.1 Procedure..................................... 142 8.5.2 Result of Integration ........................... 143 8.5.3 Numerical Procedures .......................... 144 8.5.3.1 Initialization .................................. 144 8.5.3.2 Repetitive Steps................................ 144 8.6 Applications .................................. 144 8.6.1 Values of Parameters for Reference Run .......... 144 8.6.2 Reference Run Results .......................... 144 8.6.3 Numerical Scheme Parameter Sensitivity .......... 147 8.6.4 Influence of Effective Capillary Drive Magnitude .. 147 8.6.5 Influence of Supply Rate ....................... 147 8.7 Discussion .................................... 148 8.8 Conclusions ................................... 149 References ............................................ 150 List of Symbols ....................................... 151 9 Constant-Rainfall Infiltration on Hillslopes and Slope Crests J.R. Philip 9.1 Introduction .................................. 152 9.2 Constant-Rainfall Slope-Crest Infiltration: Nonlinear Formulation ......................... 153 9.2.1 Flow Equation and Conditions .................. 153 9.2.2 Time-to-Ponding: The Two Cases ................ 153 9.2.2.1 Case 1: Ä* Ä ................................ 154 9.2.2.2 Case 2: ** #! ................................ 154 9.2.3 Remark....................................... 154 9.3 Constant-Rainfall Slope-Crest Infiltration: Linearized Formulation ......................... 154 9.3.1 Flow Equation and Conditions .................. 154 9.3.2 Dimensional Forms ............................ 155 9.3.3 Time-to-Ponding: The Two Cases ................ 156 9.3.4 Remark....................................... 156 9.4 Long-Slope Constant-Rainfall Infiltration: Nonlinear Formulation ......................... 156 9.4.1 Flow Equation and Conditions .................. 157 9.4.2 Remark....................................... 157 Contents XIII 9.5 Long-Slope Constant-Rainfall Infiltration: Linearized Formulation ......................... 157 9.5.1 Flow Equation and Conditions, Dimensionless Forms 157 9.5.2 Solution ...................................... 158 9.6 Physical Implications of Long-Slope Solutions..... 158 9.6.1 Distribution of Potential and Moisture Content___ 159 9.6.2 Standard and Rotated Flow Components ......... 161 9.6.2.1 Horizontal and Vertical Components ............. 161 9.6.2.2 Horizontal Inslope Flow Velocity ................ 162 9.6.2.3 Vertical Flow Velocity .......................... 163 9.6.2.4 Downslope and Normal Components............. 163 9.6.3 Integrated Horizontal and Downslope Components 163 9.6.3.1 Integrated Inslope Horizontal Flow .............. 163 9.6.3.2 Integrated Downslope Flow ..................... 164 9.6.4 Time Dependence of Surface Flow Velocity Vector . 164 9.6.5 Long-Slope Time-to-Ponding .................... 165 9.7 Constant-Rainfall Slope-Crest Solution for y = 45 .. 166 9.8 Physical Implications of Slope-Crest Solution ..... 168 9.8.1 Evolution of Moisture Content and Potential Distributions...................... 168 9.8.2 The Time Course of Surface Moisture Content ___ 170 9.8.3 Slope-Crest Time-to-Ponding .................... 171 9.8.4 Criterion for Validity of Long-Slope Solution ..... 172 9.8.5 Limits on Long-Slope Solution for Arbitrary y ___ 173 9.9 Concluding Discussion ......................... 174 9.9.1 Inslope Horizontal Flow ........................ 174 9.9.2 Downslope Flow ............................... 174 9.9.3 The Surface Flow Velocity Vector ................ 175 9.9.3.1 Ponded Infiltration ............................ 175 9.9.3.2 Constant-Rainfall Infiltration.................... 175 9.9.4 Comparing the Dynamics of Ponded and Constant-Rainfall Long-Slope Infiltration ..... 175 9.9.5 The Slope-Crest Effect ......................... 176 9.9.6 The Downslope Propagation of Ponding from a Slope-Crest ............................. 177 Appendix: Properties of G{X, Y) ........................ 177 References ............................................ 178 10 The Transport of Sorbed Chemicals in Eroded Sediment C.W. Rose 10.1 Introduction .................................. 180 10.1.1 Overview of Chemical Enrichment Mechanisms .... 180 10.2 Sediment Transport with Rainfall Impact the Dominant Erosive Agent .................... 182 XIV Contents 10.2.1 Deposition .................................... 182 10.2.2 Rainfall Detachment and Redetachment .......... 182 10.2.3 Changes in Time of Sediment Settling-Velocity Distributions During Erosion in the Presence of a Water Layer .............................. 183 10.2.4 Sediment Detachment and Transport Under Rainfall with Small Water Depth on the Soil.............. 184 10.3 Sorbed Chemical Enrichment with a Significant Water Depth .................. 186 10.3.1 The Effect of Erosion Process and Surface Contact Cover on the Settling-Velocity Distribution of Eroded Sediment............................ 186 10.3.2 The Effect of Erosion Process and Surface Contact Cover on the Enrichment Ratio of Nitrogen....... 187 10.3.3 Theoretical Framework for Interpreting Enrichment Effects with a Significant Depth of Overland Flow . 188 10.4 Sorbed Chemical Enrichment with Shallow Water Depths ..................... 191 10.4.1 Enrichment due to Differential Sorbed Chemical Concentration Within Soil Aggregates ............ 191 10.4.2 Relationship Between Enrichment Ratio and Cumulative Loss of Eroded Sediment ........ 193 10.5 General Discussion and Conclusions ............. 194 References ............................................ 195 Part III Experimental Techniques and Application of Statistical Methods to Field Problems 11 Field Measurement of Water and Solute Transport Parameters in Soils D.E. Elrick, W.D. Reynolds, R.G. Kachanoski, and G.W. Parkin 11.1 The Use of Permeameters and Infiltrometers to Determine Hydraulic Properties ............... 199 11.2 Hydraulic Properties ........................... 199 11.3 Flow Equations and Analyses ................... 202 11.4 Results ....................................... 204 11.5 Discussion .................................... 204 11.6 The Use of TDR to Determine Hydraulic and Solute Transport Properties ................. 205 11.6.1 Hydraulic Properties ........................... 205 11.6.2 Solute Transport Parameters..................... 207 References ............................................ 208 Contents XV 12 Estimation of Regional Effective Soil Hydraulic Parameters by Inverse Modeling R.A. Feddes, G.H. de Rooij, J.C. van Dam, P. Kabat, P. Droogers, and J.N.M. Stricker 12.1 Introduction .................................... 211 12.2 Methods of Regionalization ...................... 212 12.2.1 Scaling Approaches.............................. 212 12.2.2 Non-Scaling Approaches ......................... 212 12.2.3 Inverse Modeling Approaches of Transient Flow..... 213 12.2.4 Outline of the Present Study...................... 214 12.3 Simulation Experiments .......................... 216 12.3.1 Numerical Infiltration-Evaporation Experiment on 32 Bare-Soil Columns ......................... 216 12.3.2 Inverse Modeling Approach on Bare-Soil Columns .. 217 12.4 Validation ...................................... 222 12.5 Validation of the Water Balance of Grass .......... 226 12.6 Conclusions .................................... 227 References ............................................ 229 13 Impacts of Vertical Heterogeneity on Simulated Water Flow in Hawaiian Basaltic Saprolite: Relation to Recharge T.R. Green, R.E. Green, and M.E. Miller 13.1 Introduction .................................... 232 13.2 Physical Setting of Study Area .................... 233 13.3 Methodology ................................... 234 13.3.1 Estimates of K{h) from Water Characteristic Data ... 234 13.3.2 Rainfall and Evaporation Data .................... 235 13.3.3 Variability Saturated Zone Simulation Model ....... 235 13.3.4 Hydraulic Properties and Stratigraphy of the Soil/Saprolite ............................. 238 13.3.5 Simulation Scenarios ............................ 238 13.4 Results ......................................... 239 13.4.1 Time Series: Infiltration, Drainage and Water Content .............................. 239 13.4.2 Pressure Head Profiles for Extreme Periods......... 241 13.4.3 Profiles of Pressure Exceedence ................... 241 13.5 Discussion...................................... 243 13.6 Conclusions .................................... 244 References ............................................ 244 14 Estimating Infiltration at Waste Sites: Methodology Development C.T. Kincaid and G.W. Gee 14.1 Introduction .................................... 246 XVI Contents 14.2 Methodology and Assumptions .................. 247 14.2.1 Estimation of the Parameters.................... 249 14.2.2 Calculations for Steady-State Flow ............... 250 14.2.3 Calculations for Nonsteady Flow ................ 251 14.3 Results ....................................... 253 14.3.1 Estimating Surface Recharge Flux by Calibration with Measured Values of Saturation .............. 253 14.3.2 Cumulative Probability of Saturation............. 254 14.3.3 Probability of Ponding and of Fluxes for q R----- 255 14.3.4 Expected Values of Flux ........................ 257 14.3.5 Expected Values of Saturation and Flux at z = 1 m for Non Steady Infiltration ..................... 257 14.4 Summary ..................................... 259 References ............................................ 260 15 Irrigation Scheduling Considering Soil Variability and Climatic Uncertainty: Simulation and Field Studies D. Or and R. J. Hanks 15 Introduction .................................. 262 15.2 Theoretical Considerations ...................... 263 15.2.1 Crop Yield Model ............................. 263 15.2.2 Soil-Water Balance ............................. 264 15.2.3 Stochastic ETp Model .......................... 264 15.2.4 Mathematical Programming (Optimization) ....... 265 15.2.4.1 Irrigation Scheduling in a Homogeneous Field .... 266 15.2.4.2 Irrigation Scheduling in a Heterogeneous Field ___ 267 15.3 Materials and Methods ......................... 268 15.3.1 Simulation Study .............................. 268 15.3.2 Field Study ................................... 268 15.3.3 Stochastic ETp Model for the Study Site.......... 270 15.3.4 Irrigation Scheduling Scheme.................... 271 15.4 Results and Discussion ......................... 273 15.4.1 Simulation Study - The Effect of Seasonal Irrigation Amount on Crop Yield................ 273 15.4.2 Field Experiment .............................. 275 15.4.2.1 Water Balance and Crop Yield .................. 275 15.4.2.2 ETp Predictions ............................... 276 15.4.2.3 The Irrigation Schedule......................... 278 15.5 Summary and Conclusions ...................... 280 References ............................................ 281 Contents XVII 16 Use of Geostatistics in the Description of Salt-Affected Lands S.R. Yates, R. Zhang, P. J. Shouse, and M. Th. van Genuchten 16.1 Introduction .................................. 283 16.2 Geostatistical Analyses ......................... 285 16.2.1 Pseudo Cokriging.............................. 285 16.2.2 Disjunctive Kriging ............................ 287 16.3 Examples ..................................... 289 16.3.1 Estimation of NO3 Using Cokriging with EC and Ca as Auxiliary Variables ................... 289 16.3.2 Managing Soil EC in Agricultural Fields.......... 295 16.3.2.1 The Sample Correlation Function ................ 298 16.3.2.2 Estimation .................................... 299 16.3.2.3 Conditional Probability......................... 300 16.4 Summary and Conclusions ...................... 302 References ............................................ 303 Subject Index ......................................... 305
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genre (DE-588)4006432-3 Bibliografie gnd-content
(DE-588)4016928-5 Festschrift gnd-content
genre_facet Bibliografie
Festschrift
id DE-604.BV006705100
illustrated Illustrated
indexdate 2024-11-25T17:10:36Z
institution BVB
isbn 3540562168
0387562168
language English
oai_aleph_id oai:aleph.bib-bvb.de:BVB01-004262716
oclc_num 27338223
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physical XXII, 306 S. Ill., graph. Darst., Kt.
publishDate 1993
publishDateSearch 1993
publishDateSort 1993
publisher Springer
record_format marc
series Advanced series in agricultural sciences
series2 Advanced series in agricultural sciences
spellingShingle Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
Advanced series in agricultural sciences
Bresler, Eshel 1930-1991 (DE-588)121945871 gnd
Eaux souterraines - Écoulement ram
Percolation dans les sols ram
Sols - Humidité ram
Sols - Solubilité ram
Groundwater flow
Soil moisture
Soil percolation
Soils Solute movement
Stoffübertragung (DE-588)4057696-6 gnd
Gelöster Stoff (DE-588)4156462-5 gnd
Grundwasserstrom (DE-588)4121396-8 gnd
Boden (DE-588)4007348-8 gnd
Schadstofftransport (DE-588)4296576-7 gnd
subject_GND (DE-588)121945871
(DE-588)4057696-6
(DE-588)4156462-5
(DE-588)4121396-8
(DE-588)4007348-8
(DE-588)4296576-7
(DE-588)4006432-3
(DE-588)4016928-5
title Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
title_auth Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
title_exact_search Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
title_full Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991) D. Russo ; G. Dagan (eds.)
title_fullStr Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991) D. Russo ; G. Dagan (eds.)
title_full_unstemmed Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991) D. Russo ; G. Dagan (eds.)
title_short Water flow and solute transport in soils
title_sort water flow and solute transport in soils developments and applications in memoriam eshel bresler 1930 1991
title_sub developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
topic Bresler, Eshel 1930-1991 (DE-588)121945871 gnd
Eaux souterraines - Écoulement ram
Percolation dans les sols ram
Sols - Humidité ram
Sols - Solubilité ram
Groundwater flow
Soil moisture
Soil percolation
Soils Solute movement
Stoffübertragung (DE-588)4057696-6 gnd
Gelöster Stoff (DE-588)4156462-5 gnd
Grundwasserstrom (DE-588)4121396-8 gnd
Boden (DE-588)4007348-8 gnd
Schadstofftransport (DE-588)4296576-7 gnd
topic_facet Bresler, Eshel 1930-1991
Eaux souterraines - Écoulement
Percolation dans les sols
Sols - Humidité
Sols - Solubilité
Groundwater flow
Soil moisture
Soil percolation
Soils Solute movement
Stoffübertragung
Gelöster Stoff
Grundwasserstrom
Boden
Schadstofftransport
Bibliografie
Festschrift
url http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=004262716&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
volume_link (DE-604)BV000001042
work_keys_str_mv AT russodawid waterflowandsolutetransportinsoilsdevelopmentsandapplicationsinmemoriameshelbresler19301991