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1 | (6) |
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1 | (3) |
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1.2 Overview of the Contents of this Volume |
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4 | (1) |
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1.3 Ongoing Research and Outstanding Challenges |
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4 | (3) |
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5 | (2) |
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Chapter 2 Chemical And Biological Processes: The Need For Mixing |
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7 | (46) |
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7 | (1) |
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2.2 Groundwater Contaminants |
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7 | (5) |
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2.3 Reaction and Mass Transfer Processes |
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12 | (9) |
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12 | (1) |
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12 | (1) |
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2.3.3 Reaction and Mass-Transfer Processes |
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13 | (4) |
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17 | (3) |
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20 | (1) |
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21 | (15) |
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2.4.1 Biological Processes |
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21 | (3) |
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2.4.2 Chlorinated Solvents |
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24 | (3) |
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2.4.3 Biological Reaction Kinetics |
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27 | (2) |
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2.4.4 Mass Transfer Limitations |
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29 | (2) |
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31 | (3) |
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2.4.6 Organic Bioremediation Example: Edwards AFB, California |
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34 | (2) |
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36 | (9) |
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2.5.1 Oxidative Chemical Processes |
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37 | (1) |
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2.5.2 Reductive Chemical Processes |
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37 | (1) |
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38 | (3) |
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41 | (4) |
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2.6 Cosolvent and Surfactant Flushing |
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45 | (1) |
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45 | (1) |
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2.6.2 Surfactant Flushing |
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45 | (1) |
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2.7 Inorganic Bioremediation Example: Oak Ridge Field Research Center |
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46 | (2) |
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48 | (5) |
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48 | (5) |
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Chapter 3 Transport And Mixing |
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53 | (24) |
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53 | (1) |
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54 | (3) |
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3.2.1 Mass Transfer from Separate Phases |
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56 | (1) |
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56 | (1) |
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3.2.3 Longitudinal Mixing and Chromatographic Mixing |
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56 | (1) |
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57 | (2) |
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59 | (5) |
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60 | (2) |
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62 | (1) |
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3.4.3 Molecular Diffusion |
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62 | (2) |
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3.5 Laboratory-Scale Processes |
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64 | (7) |
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66 | (1) |
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67 | (1) |
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3.5.3 Advection-Dispersion Equation |
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68 | (1) |
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3.5.4 Dual-Porosity Models |
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69 | (1) |
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70 | (1) |
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3.6 Field-Scale Processes |
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71 | (1) |
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72 | (5) |
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73 | (4) |
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Chapter 4 Hydrogeochemical Models |
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77 | (40) |
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77 | (1) |
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4.2 Mixing and Reaction Processes |
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78 | (6) |
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78 | (2) |
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4.2.2 Example Remediation Technologies |
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80 | (4) |
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4.3 Hydrogeochemical Model Governing Equations |
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84 | (5) |
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4.3.1 Solution of Governing Equations |
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86 | (3) |
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4.4 Survey of Available Hydrochemical Models |
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89 | (6) |
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90 | (1) |
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91 | (4) |
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4.5 Calibration and Validation |
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95 | (4) |
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4.6 Case Studies of Model Applications |
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99 | (8) |
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4.6.1 Natural Attenuation of Organic Pollutants |
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99 | (3) |
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4.6.2 Enhanced In Situ Cometabolic Degradation of TCE |
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102 | (2) |
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4.6.3 In Situ Chemical Oxidation of TCE by Potassium Permanganate |
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104 | (3) |
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4.7 Summary and Conclusions |
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107 | (10) |
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108 | (9) |
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Chapter 5 Travel-Time Based Reactive Transport Modeling For In Situ Subsurface Reactor |
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117 | (22) |
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117 | (2) |
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5.2 Residence-Time Theory |
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119 | (3) |
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5.3 Travel-Time Based Reactive Transport |
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122 | (1) |
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5.4 Estimation of Travel-Time Distribution |
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123 | (1) |
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5.5 An Illustrative Example |
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124 | (4) |
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5.6 Discussion and Extensions |
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128 | (7) |
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128 | (1) |
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5.6.2 Multiple-Reactor System |
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129 | (3) |
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5.6.3 Mixing Within Reactor |
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132 | (1) |
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5.6.4 Chemical Heterogeneities |
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133 | (1) |
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5.6.5 Reaction Rate Estimation |
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134 | (1) |
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135 | (4) |
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135 | (4) |
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Chapter 6 Recirculation Systems |
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139 | (30) |
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139 | (1) |
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6.2 Types of Recirculation Systems |
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139 | (5) |
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6.2.1 Injection-Extraction |
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140 | (1) |
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6.2.2 Groundwater Circulation Wells (GCWs) |
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141 | (1) |
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6.2.3 Tandem Recirculating Wells (TRWs) |
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142 | (2) |
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6.2.4 System Cost Comparisons |
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144 | (1) |
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144 | (16) |
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6.3.1 Effect of Remediation Goal |
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144 | (1) |
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6.3.2 Environmental Factors to Consider in Design |
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145 | (2) |
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6.3.3 Engineering Factors to Consider in Design |
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147 | (5) |
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6.3.4 Modeling Applications |
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152 | (2) |
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154 | (6) |
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6.4 System Operation and Maintenance (O&M) |
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160 | (2) |
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6.4.1 Process and Performance Monitoring |
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160 | (2) |
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6.4.2 System Optimization |
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162 | (1) |
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162 | (2) |
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6.5.1 Injection-Extraction Application: Schoolcraft, Michigan Site |
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162 | (1) |
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6.5.2 Groundwater Circulation Well Application: Port Hueneme Naval Exchange Site, California |
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163 | (1) |
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6.5.3 Tandem Recirculating Well Application (Trichloroethene Bioremediation at Edwards AFB, California) |
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163 | (1) |
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164 | (5) |
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165 | (4) |
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Chapter 7 Permeable Barrier Walls |
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169 | (24) |
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169 | (1) |
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170 | (7) |
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7.2.1 Granular Metallic Iron |
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171 | (3) |
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7.2.2 Organic Carbon Amendments |
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174 | (1) |
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175 | (1) |
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175 | (1) |
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176 | (1) |
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7.3 Design Considerations |
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177 | (2) |
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177 | (1) |
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7.3.2 Hydrogeologic Considerations |
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178 | (1) |
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7.4 Long-Term Performance |
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179 | (3) |
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180 | (2) |
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7.5 Methods of Installation |
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182 | (3) |
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182 | (1) |
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7.5.2 Construction Methods |
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183 | (2) |
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185 | (8) |
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186 | (7) |
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Chapter 8 In Situ Sparging For Delivery Of Gases In The Subsurface |
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193 | (24) |
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193 | (1) |
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8.2 Brief Overview of the Physics of In Situ Sparging |
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194 | (1) |
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8.3 Applications of Gas Delivery Systems |
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195 | (2) |
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195 | (1) |
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195 | (1) |
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8.3.3 Cometabolic Biosparging |
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195 | (1) |
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8.3.4 Gas Injection of Chemical Oxidants |
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195 | (2) |
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197 | (6) |
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197 | (1) |
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198 | (4) |
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202 | (1) |
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8.4.4 System Operation and Maintenance |
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202 | (1) |
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8.4.5 Performance Monitoring |
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203 | (1) |
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203 | (10) |
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8.5.1 Air Biosparging; Environmental Security Technology Certification Program (ESTCP) Multi-Site In Situ Air Sparging Project |
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203 | (4) |
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8.5.2 Oxygen Biosparging: Methyl Tertiary-Butyl Ether (MTBE) Biodegradation at Port Hueneme NAS, California |
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207 | (2) |
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8.5.3 Cometabolic Biosparging: McClellan AFB, California |
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209 | (4) |
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213 | (4) |
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215 | (2) |
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Chapter 9 Intrinsic Remediation In Natural-Gradient Systems |
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217 | (22) |
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217 | (2) |
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9.2 Analytical Solutions for Zero- and First-Order Decay in Steady State |
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219 | (1) |
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9.3 Implicit Assumptions of Zero- and First-Order Decay |
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220 | (2) |
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9.4 General Outline of Computing Mixing-Controlled Reactive Transport |
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222 | (2) |
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9.4.1 Direct Simulation of Coupled Systems |
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222 | (1) |
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9.4.2 Simulation Via Mixing Ratios |
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222 | (2) |
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9.5 Determining Concentrations of Individual Reactive Species from Total Concentrations |
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224 | (12) |
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9.5.1 Chemical Equilibrium of Dissolved Compounds |
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224 | (3) |
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9.5.2 Chemical Equilibrium in the Presence of a Mineral Phase |
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227 | (2) |
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9.5.3 Instantaneous, Complete, Irreversible Reaction |
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229 | (3) |
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9.5.4 Biokinetic Irreversible Reaction in Steady State |
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232 | (4) |
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9.6 Summary and Conclusions |
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236 | (3) |
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237 | (2) |
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Chapter 10 Source Remediation Challenges |
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239 | (38) |
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10.1 Introduction and Background |
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239 | (5) |
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10.2 DNAPL Source Zone Architecture: Evolution and Characterization |
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244 | (7) |
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10.2.1 Influence of DNAPL and Subsurface Properties on Source Zone Architecture |
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244 | (2) |
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10.2.2 Characterization Tools |
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246 | (3) |
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10.2.3 Source Zone Architecture Metrics |
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249 | (2) |
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10.3 Mass Flux from DNAPL Source Zones |
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251 | (11) |
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10.3.1 Influence of Architecture on Mass Discharge and Plume Response |
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251 | (3) |
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10.3.2 Tools for Mass Flux Quantification |
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254 | (8) |
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10.4 Partial Mass Removal and Combined Remedies |
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262 | (2) |
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10.4.1 Benefits of Partial Source Removal |
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262 | (1) |
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262 | (2) |
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264 | (13) |
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266 | (11) |
Appendix A List of Acronyms and Abbreviations |
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277 | (4) |
Appendix B Unit Conversion Table |
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281 | (2) |
Appendix C Glossary |
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283 | (28) |
Index |
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311 | |