{"id":78882,"date":"2024-10-17T18:26:45","date_gmt":"2024-10-17T18:26:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784405321-2002\/"},"modified":"2024-10-24T19:38:25","modified_gmt":"2024-10-24T19:38:25","slug":"asce-9780784405321-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784405321-2002\/","title":{"rendered":"ASCE 9780784405321 2002"},"content":{"rendered":"
Rao Govindaraju details the existing methodologies and emerging techniques available for performing stochastic analysis of contaminant transport through porous media.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
10<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 1 Preliminary Concepts in Stochastic Processes The Case for Stochastic Approaches <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Preliminary Concepts of Random Fields <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Scope of This Book <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 2 Perturbation Theories for the Estimation of Macrodispersivities in Heterogeneous Aquifers Introduction <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Statistical Characterization of Random Fields <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Flow in a Heterogeneous Porous Medium and the Spectrum of Specific Discharge Variations <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Solute Transport in Heterogeneous Aquifers Eulerian Approach <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Lagrangian Approach <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Unified View of Eulerian and Lagrangian Approaches and Some Illustrative Results <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Influence of the Plume Size on Macrodispersion <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Comparison of Dispersivity Predictions Against Field Data an dNumerical Simulations <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Summary and Concluding Remarks <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 3 Concentration Fluctuations, Dilution, and Risk Assessment: Role of Local Dispersion and Heterogeneity Introduction Background <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Objective <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Fundamentals Seepage Velocity Local Dispersion <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Solute Transport Equation <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Enhanced Spreading Due to Heterogeneity Field Observations <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Macrodispersion <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | Stochastic Model Flow in a Random Hydraulic Conductivity Field <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Solute Transport Simulation <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Disconnect Between Dilution and Spreading <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Dilution-Spreading-Local Dispersion Characteristics <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Cape Cod Bromide Tracer Data <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Volume Occupied by Solute Concentration Fluctuations and Risk Irregularity of Concentration Distributions <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Rise and Fall of the Concentration Coefficient of Variation <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Conclusion <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Acknowledgments References <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 4 Stochastic Analysis of Reactive Transport Processes in Heterogeneous Porous Media Introduction <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | Subsurface Contaminants and Their Sources <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Physical and Chemical Concepts in Reactive Transport Modeling Mass Transport in Saturated and Unsaturated Porous Media <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Mass Transfer Processes: Sorption <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Mass Transfer Processes: Transformation <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Reactive Contaminant Transport: Field Observations <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Stochastic Analysis of Reactive Contaminant Transport <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Spatially Variable Linear Equilibrium Assumption Sorption in One-Dimensional Media with Homogeneous Hydraulic Conductivity <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Spatially Variable Linear Sorption in Heterogeneous Media with No Local Dispersion (Lagrangian Analysis) <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | Spatially Variable Linear Sorption and Degradation in Heterogeneous Media with Local Dispersion (Eulerian Analysis) <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Nonlinear Sorption and Kinetic Processes in Heterogeneous Media <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | Stochastic Analysis of Contaminant Breakthrough Curves The Breakthrough Curve Concept in Heterogeneous Porous Media <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Nonreactive Solute Travel Time <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Reactive Solute Travel Time <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Travel Time Moments for Nonequilibrium Sorption and Degradation <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Reactive Contaminant Transport in the Vadose Zone <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Conclusion <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | Table of Notation <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | 5 Streamtube Ensemble Techniques for Subsurface Multicomponent Reactive Transport Introduction <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | Multicomponent Reaction Systems <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | Reaction Systems in Convective-Dispersive Transport <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | Overview of Streamtube Ensemble Scaling Approach <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | Streamtube Ensemble Formulation Assumptions <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | From General to Streamtube Coordinates <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | From Streamtube to Projection-Streamtube Coordinates <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | Travel-Time Formulations, the Constant Velocity Ensemble, and Streamtube Invariance <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | Stochastic-Convective Averaging <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Convolution Forms: Use and Limitations <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Streamtube Invariance: Use and Limitations <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | Chemical\/Biologic Heterogeneity in Immobile Species <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Travel-Time Distribution Function Estimation Parametric Approaches <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Nonparametric Approaches <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Error Bounds <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | A Computational Example <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | A Four-Component Nonlinear, Nonlocal-in-Time, Reaction System <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | A Finite Ensemble of Effective Streamtubes <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | Computing a Travel-Time Distribution from the Breakthrough of Chloride <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Simulation of Breakthroughs By Means of Streamtube Ensemble Averages <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | Summary <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | 6 Theory and Applications of Time Moment Analysis to Study the Fate of Reactive Solutes in Soil Introduction <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | Definition of Time Moments and Associated Functions Background <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Moments and Characteristic Function <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | Relationship Between p[sub(x)](x) and Concentration of Solute in a Porous Medium <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Transfer Function and Resident Time Distribution Function <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Cumulants and Related Concepts <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Approaches of Time Moment Analysis <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Derivation of Theoretical Time Moments <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Computing Time Moments from Experimental Data <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | Applications of the Method of Moments <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | Estimating Parameters of the Transport Equation <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | Estimating Effective Transport Parameters in Spatially Variable Porous Media <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | Estimating Breakthrough Curves from Moments <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | Gaining Physical Insight into Solute Transport Processes <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | Conclusions <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | 7 Conservation Equations for Solute Transport by Unsteady and Steady Flows in Heterogeneous Aquifers: The Cumulant Expansion\/Lie Operator Methodology Introduction <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | Cumulants And Cumulant Expansion <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | Use of Cumulant Expansions, Time-Ordered Exponential Operators, and Lie Operators in Developing Ensemble Average Forms of Transport Conservation Equations <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | Conservation Equations of Transport by Unsteady Flow <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | Conservation Equations of Transport by Steady, Spatially Nonstationary Flow <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | Application and Validation of the Developed Theory <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | Discussion and Conclusions <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | Acknowledgments References <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | 8 Semigroup and Decomposition Methods in Solving Stochastic Subsurface Contamination Problems Introduction <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | Semigroup Operators in Subsurface Contaminant Hydrology <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | Analytical Decomposition Methods in Subsurface Contaminant Hydrology <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | Applications to Convection Dispersion Models <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | Applications to Scale-Dependent Transport Models <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | Decomposition Theory of Non-Fickian Transport <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | The Form of the Field Dispersion Coefficient According to Decomposition <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | Applications to Nonpoint Sources and Spills Originated in the Unsaturated Zone <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | Conclusion and Recommendations Acknowledgments References <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | 9 Estimation and Prediction of Hydrogeochemical Parameters Using Extended Kalman Filtering Introduction <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | General Formulation of Extended Kalman Filtering Equations <\/td>\n<\/tr>\n | ||||||
345<\/td>\n | State, Parameter, and Measurement Equations State and Parameter Moment Propagation Equations <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | State and Parameter Moment Update Equations <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | Comments on Filter Form and Behavior Application of the Extended Kalman Filter to Field-Scale Subsurface Flow and Transport Problems Estimating Head, Transmissivity, and Recharge in the Floridan Aquifer <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | Application to Predicting Solute Transport in the Borden Tracer Experiment <\/td>\n<\/tr>\n | ||||||
363<\/td>\n | Application to Estimating Residual Non-Aqueous Phase Liquid (NAPL) Distribution at Hill Air Force Base, Ogden, Utah <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | Conclusions <\/td>\n<\/tr>\n | ||||||
376<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
380<\/td>\n | 10 Anomalous Dispersion of Conservative Tracers: Theory and Three-Dimensional Particle Tracking Velocimetry Experiments Introduction <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | Self-Dispersion (Wave-Vector Representation) <\/td>\n<\/tr>\n | ||||||
385<\/td>\n | Self-Dispersion (Real-Space Representation) <\/td>\n<\/tr>\n | ||||||
386<\/td>\n | Wave-Vector Expansions for Material Coefficients <\/td>\n<\/tr>\n | ||||||
388<\/td>\n | Dispersion of Nonreacting Species <\/td>\n<\/tr>\n | ||||||
390<\/td>\n | Statistical Mechanical Setting: Equilibrium <\/td>\n<\/tr>\n | ||||||
393<\/td>\n | Statistical Mechanical Setting: Local Equilibrium <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | Three-Dimensional Particle Tracking Velocimetry Experimental Set-up <\/td>\n<\/tr>\n | ||||||
397<\/td>\n | Image Processing <\/td>\n<\/tr>\n | ||||||
399<\/td>\n | Experimental Results and Discussion <\/td>\n<\/tr>\n | ||||||
405<\/td>\n | Conclusion <\/td>\n<\/tr>\n | ||||||
406<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
407<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
410<\/td>\n | Index A B <\/td>\n<\/tr>\n | ||||||
411<\/td>\n | C <\/td>\n<\/tr>\n | ||||||
413<\/td>\n | D <\/td>\n<\/tr>\n | ||||||
414<\/td>\n | E <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | F G <\/td>\n<\/tr>\n | ||||||
416<\/td>\n | H I <\/td>\n<\/tr>\n | ||||||
417<\/td>\n | J K L <\/td>\n<\/tr>\n | ||||||
418<\/td>\n | M <\/td>\n<\/tr>\n | ||||||
419<\/td>\n | N O P <\/td>\n<\/tr>\n | ||||||
420<\/td>\n | Q R <\/td>\n<\/tr>\n | ||||||
421<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
424<\/td>\n | T U V <\/td>\n<\/tr>\n | ||||||
425<\/td>\n | W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Stochastic Methods in Subsurface Contaminant Hydrology<\/b><\/p>\n |