Water flow and solute transport in soils: developments and applications ; in memoriam Eshel Bresler (1930 - 1991)
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Berlin u.a.
Springer
1993
|
| Schriftenreihe: | Advanced series in agricultural sciences
20 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XXII, 306 S. Ill., graph. Darst., Kt. |
| ISBN: | 3540562168 0387562168 |
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| 245 | 1 | 0 | |a Water flow and solute transport in soils |b developments and applications ; in memoriam Eshel Bresler (1930 - 1991) |c D. Russo ; G. Dagan (eds.) |
| 264 | 1 | |a Berlin u.a. |b Springer |c 1993 | |
| 300 | |a XXII, 306 S. |b Ill., graph. Darst., Kt. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Advanced series in agricultural sciences |v 20 | |
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Datensatz im Suchindex
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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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| callnumber-first | S - Agriculture |
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| callnumber-raw | S594 |
| callnumber-search | S594 |
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| dewey-sort | 3631.4 232 |
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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 | 2024-07-09T16:50:10Z |
| institution | BVB |
| isbn | 3540562168 0387562168 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-004262716 |
| oclc_num | 27338223 |
| open_access_boolean | |
| owner | DE-703 DE-91 DE-BY-TUM DE-11 DE-188 |
| owner_facet | DE-703 DE-91 DE-BY-TUM DE-11 DE-188 |
| 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 |
| spelling | Water flow and solute transport in soils developments and applications ; in memoriam Eshel Bresler (1930 - 1991) D. Russo ; G. Dagan (eds.) Berlin u.a. Springer 1993 XXII, 306 S. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Advanced series in agricultural sciences 20 Bresler, Eshel 1930-1991 (DE-588)121945871 gnd rswk-swf 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 rswk-swf Gelöster Stoff (DE-588)4156462-5 gnd rswk-swf Grundwasserstrom (DE-588)4121396-8 gnd rswk-swf Boden (DE-588)4007348-8 gnd rswk-swf Schadstofftransport (DE-588)4296576-7 gnd rswk-swf (DE-588)4006432-3 Bibliografie gnd-content (DE-588)4016928-5 Festschrift gnd-content Boden (DE-588)4007348-8 s Schadstofftransport (DE-588)4296576-7 s DE-604 Grundwasserstrom (DE-588)4121396-8 s Gelöster Stoff (DE-588)4156462-5 s Stoffübertragung (DE-588)4057696-6 s DE-188 Bresler, Eshel 1930-1991 (DE-588)121945871 p Russo, Dāwid Sonstige oth Advanced series in agricultural sciences 20 (DE-604)BV000001042 20 HBZ Datenaustausch application/pdf 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 Inhaltsverzeichnis |
| 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 |