Preface |
|
xiii | |
About the Author |
|
xv | |
|
|
1 | (20) |
|
Examples of Contaminated Sediment Sites |
|
|
2 | (7) |
|
|
2 | (2) |
|
|
4 | (2) |
|
|
6 | (1) |
|
|
7 | (2) |
|
Modeling, Parameterization, and Non-Unique Solutions |
|
|
9 | (3) |
|
|
9 | (1) |
|
Parameterization and Non-Unique Solutions |
|
|
10 | (2) |
|
The Importance of Big Events |
|
|
12 | (5) |
|
|
17 | (4) |
|
General Properties of Sediments |
|
|
21 | (24) |
|
|
21 | (9) |
|
|
21 | (2) |
|
Measurements of Particle Size |
|
|
23 | (1) |
|
|
23 | (3) |
|
Variations in Size of Natural Sediments throughout a System |
|
|
26 | (4) |
|
|
30 | (3) |
|
|
33 | (2) |
|
Flocculation of Suspended Sediments |
|
|
35 | (2) |
|
Bulk Densities of Bottom Sediments |
|
|
37 | (8) |
|
Measurements of Bulk Density |
|
|
39 | (2) |
|
Variations in Bulk Density |
|
|
41 | (4) |
|
|
45 | (58) |
|
Devices for Measuring Sediment Resuspension/Erosion |
|
|
46 | (10) |
|
|
46 | (4) |
|
|
50 | (1) |
|
|
51 | (3) |
|
|
54 | (2) |
|
Results of Field Measurements |
|
|
56 | (11) |
|
|
57 | (3) |
|
|
60 | (7) |
|
Effects of Bulk Properties on Erosion Rates |
|
|
67 | (14) |
|
|
68 | (2) |
|
|
70 | (2) |
|
|
72 | (3) |
|
|
75 | (1) |
|
|
76 | (1) |
|
|
77 | (2) |
|
Comparison of Erosion Rates |
|
|
79 | (1) |
|
Benthic Organisms and Bacteria |
|
|
80 | (1) |
|
Initiation of Motion and a Critical Shear Stress for Erosion |
|
|
81 | (9) |
|
Theoretical Analysis for Noncohesive Particles |
|
|
83 | (2) |
|
Effects of Cohesive Forces |
|
|
85 | (2) |
|
|
87 | (1) |
|
|
88 | (2) |
|
Approximate Equations for Erosion Rates |
|
|
90 | (3) |
|
|
90 | (1) |
|
|
91 | (1) |
|
A Uniformly Valid Equation |
|
|
92 | (1) |
|
|
92 | (1) |
|
|
93 | (10) |
|
|
93 | (3) |
|
Critical Stresses for Cohesive Sediments |
|
|
96 | (1) |
|
Experimental Results for Cohesive Sediments |
|
|
97 | (6) |
|
Flocculation, Settling, Deposition, and Consolidation |
|
|
103 | (72) |
|
Basic Theory of Aggregation |
|
|
104 | (4) |
|
|
104 | (2) |
|
|
106 | (2) |
|
Results of Flocculation Experiments |
|
|
108 | (12) |
|
Flocculation due to Fluid Shear |
|
|
109 | (7) |
|
Flocculation due to Differential Settling |
|
|
116 | (4) |
|
|
120 | (6) |
|
Flocs Produced in a Couette Flocculator |
|
|
120 | (2) |
|
Flocs Produced in a Disk Flocculator |
|
|
122 | (3) |
|
An Approximate and Uniformly Valid Equation for the Settling Speed of a Floc |
|
|
125 | (1) |
|
|
126 | (16) |
|
General Formulation and Model |
|
|
126 | (4) |
|
|
130 | (8) |
|
|
138 | (1) |
|
|
139 | (1) |
|
|
140 | (2) |
|
|
142 | (13) |
|
Processes and Parameters That Affect Deposition |
|
|
145 | (1) |
|
|
145 | (3) |
|
|
148 | (1) |
|
Particle Size Distribution |
|
|
148 | (1) |
|
|
148 | (1) |
|
Bed Armoring/Consolidation |
|
|
149 | (1) |
|
Partial Coverage of Previously Deposited Sediments by Recently Deposited Sediments |
|
|
149 | (1) |
|
Experimental Results and Analyses |
|
|
149 | (5) |
|
Implications for Modeling Deposition |
|
|
154 | (1) |
|
|
155 | (16) |
|
|
156 | (9) |
|
Basic Theory of Consolidation |
|
|
165 | (4) |
|
Consolidation Theory Including Gas |
|
|
169 | (2) |
|
|
171 | (1) |
|
|
172 | (3) |
|
|
175 | (40) |
|
General Considerations in the Modeling of Currents |
|
|
176 | (14) |
|
Basic Equations and Boundary Conditions |
|
|
176 | (3) |
|
|
179 | (3) |
|
|
182 | (1) |
|
|
182 | (3) |
|
Effects of Waves and Currents |
|
|
185 | (2) |
|
|
187 | (1) |
|
|
188 | (1) |
|
|
189 | (1) |
|
Two-Dimensional, Vertically Integrated, Time-Dependent Models |
|
|
190 | (5) |
|
Basic Equations and Approximations |
|
|
190 | (1) |
|
|
191 | (3) |
|
Wind-Driven Currents in Lake Erie |
|
|
194 | (1) |
|
Two-Dimensional, Horizontally Integrated, Time-Dependent Models |
|
|
195 | (6) |
|
Basic Equations and Approximations |
|
|
196 | (2) |
|
Time-Dependent Thermal Stratification in Lake Erie |
|
|
198 | (3) |
|
Three-Dimensional, Time-Dependent Models |
|
|
201 | (9) |
|
|
202 | (2) |
|
Numerical Error due to Use of Sigma Coordinates |
|
|
204 | (1) |
|
Model of Currents and Salinities |
|
|
205 | (1) |
|
Flow around Partially Submerged Cylindrical Bridge Piers |
|
|
206 | (4) |
|
|
210 | (5) |
|
|
210 | (1) |
|
|
211 | (1) |
|
|
212 | (1) |
|
|
213 | (1) |
|
Relation of Wave Action to Sediment Texture |
|
|
213 | (2) |
|
Modeling Sediment Transport |
|
|
215 | (64) |
|
|
215 | (5) |
|
|
215 | (1) |
|
Quantities That Significantly Affect Sediment Transport |
|
|
216 | (1) |
|
|
216 | (1) |
|
Particle/Floc Size Distributions |
|
|
217 | (1) |
|
|
218 | (1) |
|
|
219 | (1) |
|
Flocculation of Particles |
|
|
219 | (1) |
|
|
219 | (1) |
|
Erosion into Suspended Load and/or Bedload |
|
|
220 | (1) |
|
|
220 | (1) |
|
Transport as Suspended Load and Bedload |
|
|
220 | (6) |
|
|
220 | (1) |
|
|
221 | (2) |
|
Erosion into Suspended Load and/or Bedload |
|
|
223 | (3) |
|
|
226 | (1) |
|
|
226 | (13) |
|
Transport and Coarsening in a Straight Channel |
|
|
227 | (2) |
|
Transport in an Expansion Region |
|
|
229 | (6) |
|
Transport in a Curved Channel |
|
|
235 | (2) |
|
The Vertical Transport and Distribution of Flocs |
|
|
237 | (2) |
|
|
239 | (22) |
|
Sediment Transport in the Lower Fox River |
|
|
239 | (1) |
|
|
240 | (2) |
|
|
242 | (4) |
|
Upstream Boundary Condition for Sediment Concentration |
|
|
246 | (3) |
|
Use of Sedflume Data in Modeling Erosion Rates |
|
|
249 | (2) |
|
|
251 | (1) |
|
Sediment Transport in the Saginaw River |
|
|
252 | (3) |
|
Sediment Transport during Spring Runoff |
|
|
255 | (2) |
|
Long-Term Sediment Transport Predictions |
|
|
257 | (4) |
|
|
261 | (10) |
|
Modeling Big Events in Lake Erie |
|
|
261 | (1) |
|
Transport due to Uniform Winds |
|
|
261 | (2) |
|
The 1940 Armistice Day Storm |
|
|
263 | (1) |
|
|
264 | (2) |
|
Comparison of Sediment Transport Models for Green Bay |
|
|
266 | (5) |
|
Formation of a Turbidity Maximum in an Estuary |
|
|
271 | (8) |
|
Numerical Model and Transport Parameters |
|
|
272 | (1) |
|
|
273 | (1) |
|
A Constant-Depth, Steady-State Flow |
|
|
273 | (1) |
|
A Variable-Depth, Steady-State Flow |
|
|
274 | (3) |
|
A Variable-Depth, Time-Dependent Tidal Flow |
|
|
277 | (2) |
|
The Sorption and Partitioning of Hydrophobic Organic Chemicals |
|
|
279 | (34) |
|
Experimental Results and Analyses |
|
|
280 | (17) |
|
|
280 | (5) |
|
Parameters That Affect Steady-State Sorption and Partitioning |
|
|
285 | (1) |
|
Colloids from the Sediments |
|
|
285 | (4) |
|
|
289 | (2) |
|
Organic Content of Sediments |
|
|
291 | (1) |
|
Sorption to Benthic Organisms and Bacteria |
|
|
292 | (1) |
|
|
292 | (5) |
|
Modeling the Dynamics of Sorption |
|
|
297 | (16) |
|
|
298 | (2) |
|
A Simple and Computationally Efficient Model |
|
|
300 | (3) |
|
Calculations with the General Model and Comparisons with Experimental Results |
|
|
303 | (2) |
|
|
305 | (3) |
|
|
308 | (2) |
|
Short-Term Adsorption Followed by Desorption |
|
|
310 | (1) |
|
Effects of Chemical Properties on Adsorption |
|
|
311 | (2) |
|
Modeling the Transport and Fate of Hydrophobic Chemicals |
|
|
313 | (60) |
|
Effects of Erosion/Deposition and Transport |
|
|
316 | (6) |
|
|
316 | (3) |
|
Green Bay, Effects of Finite Sorption Rates |
|
|
319 | (3) |
|
The Diffusion Approximation for the Sediment-Water Flux |
|
|
322 | (5) |
|
Simple, or Fickian, Diffusion |
|
|
322 | (3) |
|
|
325 | (1) |
|
A Mass Transfer Approximation |
|
|
326 | (1) |
|
The Sediment-Water Flux due to Molecular Diffusion |
|
|
327 | (15) |
|
|
328 | (1) |
|
|
328 | (1) |
|
|
329 | (1) |
|
Diffusion of Tritiated Water |
|
|
330 | (1) |
|
HCB Diffusion and Sorption |
|
|
331 | (3) |
|
|
334 | (1) |
|
|
334 | (2) |
|
|
336 | (1) |
|
|
337 | (1) |
|
Long-Term Sediment-Water Fluxes |
|
|
338 | (1) |
|
|
338 | (1) |
|
Flux from Contaminated Bottom Sediments to Clean Overlying Water |
|
|
338 | (3) |
|
Flux Due to a Contaminant Spill |
|
|
341 | (1) |
|
The Sediment-Water Flux Due to Bioturbation |
|
|
342 | (13) |
|
Physical Mixing of Sediments by Organisms |
|
|
343 | (1) |
|
The Flux of an HOC Due to Organisms |
|
|
344 | (1) |
|
|
345 | (1) |
|
|
346 | (2) |
|
Experimental and Modeling Results |
|
|
348 | (5) |
|
Modeling Bioturbation as a Diffusion with Finite-Rate Sorption Process |
|
|
353 | (2) |
|
The Sediment-Water Flux Due to ``Diffusion'' |
|
|
355 | (5) |
|
The Flux and the Formation of Sediment Layers Due to Erosion/Deposition |
|
|
355 | (1) |
|
Comparison of ``Diffusive'' Fluxes and Decay Times |
|
|
356 | (1) |
|
Observations of Well-Mixed Layers |
|
|
357 | (2) |
|
The Determination of an Effective h |
|
|
359 | (1) |
|
Environmental Dredging: A Study of Contaminant Release and Transport |
|
|
360 | (6) |
|
Transport of Dredged Particles |
|
|
361 | (1) |
|
Transport and Desorption of Chemical Initially Sorbed to Dredged Particles |
|
|
362 | (1) |
|
Diffusive Release of Contaminant from the Residual Layers |
|
|
363 | (2) |
|
|
365 | (1) |
|
Water Quality Modeling, Parameterization, and Non-Unique Solutions |
|
|
366 | (7) |
|
|
367 | (1) |
|
|
367 | (1) |
|
|
367 | (1) |
|
|
368 | (1) |
|
The Sediment-Water Flux of HOCs Due to ``Diffusion'' |
|
|
368 | (1) |
|
|
368 | (1) |
|
|
369 | (1) |
|
Parameterization and Non-Unique Solutions |
|
|
369 | (1) |
|
Implications for Water Quality Modeling |
|
|
370 | (3) |
References |
|
373 | (16) |
Index |
|
389 | |