ASCE 9780784404270 2001
$36.83
Groundwater and Soil Remediation
Published By | Publication Date | Number of Pages |
ASCE | 2001 | 559 |
Hyman and Dupont describe conventional treatment technologies to remediate contaminated soil and groundwater and explain how these treatments are designed and what they cost.
PDF Catalog
PDF Pages | PDF Title |
---|---|
16 | Table of Contents |
26 | Chapter 1 The Basis for Remediation Process Design and Cost Estimating 1.1 The Importance of Cost Analysis |
28 | 1.2 Natural Attenuation |
29 | 1.3 Selecting Among Competing Remediation Methods 1.3.1 Listing the process options |
35 | 1.3.2 Comparing process options |
53 | 1.3.3 Defining and evaluating alternative treatment trains |
57 | 1.4 The Approach to Process Design and Cost Estimating |
60 | Chapter 2 Process and Conceptual Design of Remediation Systems |
61 | 2.1 Basic Principles |
62 | 2.2 Feasibility Studies and Work Plans 2.2.1 Feasibility Study Alternatives |
63 | 2.2.2 Work Plans, Corrective Action Plans, Remedial Action Plans 2.2.3 Informal Studies, CERCLA Studies And Records Of Decision, RCRA Studies |
64 | 2.2.4 The Observational Approach |
65 | 2.3 Treatability Studies |
67 | 2.4 Process Flow Diagram 2.4.1 Main Parameters and Mass Balance |
68 | 2.4.2 Energy Balance |
69 | 2.4.3 Sizing and Rating of Equipment 2.5 Site Plan and Preliminary Plot Plan |
71 | 2.6 P&ID and Sequence of Operations 2.6.1 P&ID Development |
75 | 2.6.2 Pressure Instrumentation |
76 | 2.6.3 Liquid Level Instrumentation |
78 | 2.6.4 Temperature Instrumentation |
80 | 2.6.5 Flow Instrumentation |
82 | 2.6.6 Analysis Instrumentation 2.6.7 Sequence of Operations Development 2.7 Logic Diagrams |
84 | 2.8 Computerized Controls and Process Monitoring |
85 | 2.8.1 Computer Functions |
87 | 2.8.2 Remote Monitoring |
88 | 2.9 Design Basis, Tradeoff Analysis, and Preliminary Specifications |
90 | 2.9.1 Preliminary Specifications |
91 | 2.9.2 Conceptual Design Report |
94 | Chapter 3 Metals Removal from Groundwater |
95 | 3.1 Basic Principles 3.1.1 Chemical Precipitation Basics |
96 | 3.1.2 Membrane Separation Basics for Dissolved Ions 3.1.3 Ion Exchange Basics |
97 | 3.1.4 Adsorption Basics |
98 | 3.1.5 Evaporation Basics 3.2 Chemical Precipitation 3.2.1 Alkaline Precipitation |
100 | 3.2.2 Sulfide Precipitation 3.2.3 Precipitation with Iron 3.2.4 Precipitation Examples |
104 | 3.2.5 Alternatives to Conventional Clarification 3.3 Membrane Separation for Dissolved Ions |
106 | 3.4 Ion Exchange 3.4.1 Ion Exchange for Nitrates And Chromate |
107 | 3.4.2 Ion Exchange for Radionuclides 3.5 Adsorption |
108 | 3.6 Forced Evaporation |
109 | 3.7 Main System Design Parameters 3.7.1 Sizing and Rating of Major Equipment |
116 | 3.7.2 Conceptual and Process Design |
118 | 3.7.3 Controls |
119 | 3.7.4 Utilities Requirements 3.8 Treatability Studies for Metal Removal 3.8.1 Treatability Studies for Precipitation and Prediction of Treated Effluent Concentrations |
121 | 3.8.2 Treatability Studies for Reverse Osmosis |
122 | 3.8.3 Treatability Studies for Ion Exchange and Adsorbent Systems |
124 | 3.8.4 Treatability Studies for Evaporation 3.9 Cost Estimating for Metals Removal |
131 | 3.10 Summary of Important Points for Metals Removal |
134 | Chapter 4 Groundwater Remediation Using Carbon Adsorption 4.1 Basic Principles of Carbon Adsorption |
136 | 4.2 Adsorption Isotherms |
138 | 4.3 Methods of Determining Adsorptive Capacity 4.4 Breakthrough Curves |
139 | 4.5 Sizing of Carbon Beds and Duration of Bed Life |
143 | 4.6 Arrangements and Performance of Organic Adsorption Systems 4.6.1 Prestripping 4.6.2 Prefiltering and Preventing Overpressure |
144 | 4.6.3 Improving Performance with Three-Stage Adsorption |
145 | 4.6.4 Presoaking and Backwashing 4.6.5 Lower Explosive Limit (LEL) monitoring for Breakthrough |
147 | 4.7 Main System Design Parameters 4.7.1 Concept and Process Design |
150 | 4.7.2 Sizing and Rating of Major Equipment |
152 | 4.7.3 Controls 4.7.4 Utilities Requirements |
153 | 4.8 Aqueous Phase Adsorption Treatability Studies |
156 | 4.9 Cost Estimating |
159 | 4.10 Summary of Important Points for Carbon Adsorption |
162 | Chapter 5 Stripping of Groundwater 5.1 Basic Principles of Stripping |
163 | 5.1.1 Use of Polishing Carbon |
165 | 5.1.2 The Design Problem |
169 | 5.2 Packed Strippers 5.2.1 Packing Depth and A/W (or G/L) Ratio |
173 | 5.2.2 Packed Strippers – Pressure Drop and Cross-Sectional Area |
174 | 5.2.3 Packed Strippers – Computer Applications |
175 | 5.3 Alternatives to Packed Towers 5.3.1 Tray Designs, |
176 | 5.3.2 Aeration Chambers 5.3.3 Cooling Towers Used as Air Strippers |
177 | 5.3.4 In Situ Air Stripping (In-Well Stripping and Air Sparging) |
179 | 5.4 Blower Arrangements and Mist Separation |
181 | 5.5 Turndown and Liquid Distribution |
182 | 5.6 Recycled Strippers |
183 | 5.7 Heated Strippers |
185 | 5.8 Emission Abatement |
186 | 5.8.1 Carbon Adsorption |
188 | 5.8.2 Regenerating Vapor-Phase Activated Carbon |
189 | 5.8.3 Direct Thermal Oxidizers |
190 | 5.8.4 Catalytic Oxidizers |
191 | 5.8.5 Auxiliary Fuel Consumption and Heat Exchange |
194 | 5.9 Main System Design Parameters 5.9.1 Concept and Process Design |
200 | 5.9.2 Sizing and Rating of Major Equipment |
202 | 5.9.3 Controls |
203 | 5.9.4 Utilities Requirements |
204 | 5.10 Treatability Studies for Groundwater Stripping 5.11 Cost Estimating for Groundwater Stripping 5.11.1 Equipment Costs |
205 | 5.11.2 Operating Costs and Total Costs 5.11.3 Emission Abatement Costs |
207 | 5.11.4 Software for Stripping Process Design and Cost Estimating |
209 | 5.12 Summary of Important Points for Groundwater Stripping |
214 | Chapter 6 Aqueous Chemical Oxidation 6.1 Basic Principles 6.1.1 Ranking of Oxidants and UV Oxidation Power Consumption 6.1.2 Ultraviolet Light |
215 | 6.1.3 Emerging Technology Using Electrochemical Oxidation |
216 | 6.2 Wet Air and Supercritical Water Oxidation |
218 | 6.3 Fenton’s Reagent 6.4 UV Light with Oxidants |
220 | 6.5 Main System Design Parameters |
223 | 6.6 Treatability Studies for Aqueous Oxidation |
224 | 6.7 Costs for Aqueous Oxidation |
226 | 6.8 Summary of Important Points for Aqueous Chemical Oxidation |
228 | Chapter 7 Bioremediation Systems 7.1 Basic Principles |
230 | 7.1.1 Microbial Metabolism |
232 | 7.1.2 System Environmental Requirements |
237 | 7.1.3 In Situ Versus Ex Situ Treatment |
240 | 7.1.4 Bioaugmentation Versus Bioacclimation |
242 | 7.2 Aqueous Phase Treatment 7.2.1 Ex Situ Treatment |
251 | 7.2.2 In Situ Treatment |
286 | 7.3 Solid Phase Biological Treatment 7.3.1 Ex Situ Treatment |
310 | 7.3.2 In Situ Treatment |
335 | 7.4 Treatability Studies for Bioremediation Systems |
336 | 7.4.1 Treatability Studies Applicable to Aqueous Phase Treatment |
337 | 7.4.2 Treatability Studies Applicable to Solid Phase Systems |
340 | 7.5 Cost-Estimating for Bioremediation Systems 7.5.1 Costs for Aqueous Phase Treatment |
345 | 7.5.2 Costs for Solid Phase Treatment |
352 | 7.6 Summary of Important Points for Bioremediation |
358 | Chapter 8 Soil Venting |
359 | 8.1 Basic Principles of Soil Venting |
362 | 8.2 Inducing Vacuum 8.2.1 Vacuum Blowers |
365 | 8.2.2 Internal Combustion Engines (ICEs) |
366 | 8.2.3 Passive Soil Venting 8.3 Vapor Treatment and Discharge |
368 | 8.3.1 Adsorption |
369 | 8.3.2 Oxidizers |
371 | 8.4 Main System Design Parameters 8.4.1 Pneumatic testing |
372 | 8.4.2 Radius of Influence of Extraction Wells and Soil Air Permeability |
377 | 8.4.3 Volumetric Air Flow and Contaminant Mass Removal Rate |
379 | 8.4.4 Ventilation wells 8.5 Treatability Studies for Soil Venting |
380 | 8.6 Cost Estimating for Soil Venting |
386 | 8.6.1 Utilities Costs 8.6.2 Carbon Adsorption Costs |
387 | 8.6.3 Software for Soil Venting Process Design and Cost Estimating |
388 | 8.7 Summary of Important Points for Soil Venting |
392 | Chapter 9 Thermal Treatment for Soils and Sludges 9.1 Basic Principles 9.1.1 Incineration Basics |
395 | 9.1.2 Low-Temperature Thermal Desorption Basics |
398 | 9.1.3 Heat Recovery 9.2 Incinerators 9.2.1 Rotary kilns |
400 | 9.2.2 Fluidized CBCs |
403 | 9.2.3 Infrared Furnace Systems |
404 | 9.3 Thermal Desorbers |
405 | 9.4 Handling of Feed and of Treated Soils 9.5 Air Pollution Control 9.5.1 Use of Afterburners (Thermal Oxidizers) |
406 | 9.5.2 Recovery of Organic Fluids from Indirect-Fired Desorbers |
407 | 9.5.3 Abatement of Particulate Emissions and Acid Gases |
413 | 9.5.4 Emissions of NOx |
414 | 9.5.5 CO Emissions |
415 | 9.6 Main System Design Parameters for Thermal Treatment |
416 | 9.6.1 Characterization of the “Waste” for Thermal Treatment |
417 | 9.6.2 Vapor Pressure Considerations for Thermal Desorbers |
420 | 9.6.3 Examples of Design Calculations |
426 | 9.6.4 Contaminant Destruction Efficiency and Emission Limitations |
427 | 9.6.5 Limitations on Particulate Emissions and Plume Opacity Correlations |
431 | 9.6.6 Baghouse Design Parameters |
432 | 9.6.7 Wet Scrubber Power Requirements |
434 | 9.6.8 Design of Vertical Packed Acid Gas Scrubbers |
436 | 9.6.9 Venturi Scrubber Design Parameters |
437 | 9.7 Treatability Studies and Trial Burns |
438 | 9.7.1 Testing Thermal Desorption from Soils |
439 | 9.7.2 Trial Burns |
440 | 9.8 Cost Estimating for Thermal Soil Treatment 9.8.1 Incineration Costs |
442 | 9.8.2 Desorption Costs |
446 | 9.8.3 Total Project Costs for Ex Situ Soil Remediation |
447 | 9.9 Summary of Important Points for Thermal Desorption |
452 | Chapter 10 Soil Washing |
453 | 10.1 Basic Principles of Soil Washing |
455 | 10.2 In Situ Soil Flushing |
457 | 10.3 Soil Washing and Solvent Extraction |
460 | 10.3.1 Aqueous Soil Washing for Particle Size Separation |
462 | 10.3.2 Solvent Extraction for Removing Organic Contaminants |
465 | 10.4 Main System Design Parameters for Soil Washing 10.4.1 Conceptual Designs |
466 | 10.4.2 Mass Balances |
473 | 10.4.3 Treatment of Wash Water |
478 | 10.5 Treatability Studies for Soil Washing |
481 | 10.6 Cost Estimating for Soil Washing |
483 | 10.7 Summary of Important Points for Soil Washing |
486 | Chapter 11 Stabilization and Solidification 11.1 Basic Principles for Stabilization and Solidification |
487 | 11.2 In Situ Applications and Area Mixing |
488 | 11.3 Microencapsulation 11.3.1 Cement/Pozzolanic (Silicaceous) Solidifiers |
490 | 11.3.2 Thermoplastic Agents |
491 | 11.4 Silicate Sorbents 11.5 Main System Design Parameters |
492 | 11.6 Treatability Studies for Stabilization and Solidification |
495 | 11.7 Cost Estimating for Stabilization and Solidification |
500 | 11.8 Summary of Important Points for Stabilization and Solidification |
502 | Chapter 12 Cost Estimating and Life Cycle Analysis 12.1 Basic Principles |
503 | 12.2 Investment Costs 12.2.1 Preliminary Estimates for Investment Cost |
508 | 12.2.2 Definitive Estimating of Investment Cost |
510 | 12.3 Estimating Annual Expenses 12.3.1 Utilities Consumption |
513 | 12.3.2 Operating Labor and Overhead |
514 | 12.3.3 Maintenance Expense 12.3.4 Chemicals, Adsorbents, and Supplies |
515 | 12.3.5 Property Taxes and Insurance 12.3.6 Monitoring and Reporting |
516 | 12.3.7 Other Direct Costs |
517 | 12.4 Computer Applications to Cost Estimating |
518 | 12.5 Life Cycle Analysis |
519 | 12.5.1 Investment, Expense, Closure and Post-Closure Costs |
520 | 12.5.2 Present value Factors |
522 | 12.6 Summary of Important Points for Cost Estimating |
525 | Appendix 12-A Investment Costs and Yearly Expense Example |
530 | References |
550 | Index A B |
551 | C |
552 | D E F |
553 | G H I J K |
554 | L M N |
555 | O P |
556 | Q R |
557 | S |
558 | T U |
559 | V W Z |