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Chapter 1 In Situ Chemical Oxidation: Technology Description And Status |
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1 | (32) |
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1.1 Contaminated Sites and In Situ Remediation |
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1 | (7) |
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1 | (1) |
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1.1.2 Characteristics of Contaminated Sites |
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2 | (3) |
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1.1.3 Site Remediation Approaches |
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5 | (2) |
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1.1.4 Organization of This Volume on ISCO |
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7 | (1) |
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1.2 ISCO as a Remediation Technology |
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8 | (3) |
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11 | (5) |
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1.3.1 Research and Development Activities |
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11 | (3) |
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14 | (2) |
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1.4 System Selection, Design, and Implementation |
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16 | (4) |
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1.5 Project Performance and Costs |
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20 | (2) |
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22 | (3) |
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25 | (8) |
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Chapter 2 Fundamentals Of ISCO Using Hydrogen Peroxide |
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33 | (56) |
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34 | (1) |
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35 | (25) |
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2.2.1 Physical and Chemical Properties |
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35 | (1) |
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2.2.2 Oxidation Reactions |
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35 | (5) |
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2.2.3 Catalysis of Hydrogen Peroxide |
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40 | (7) |
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2.2.4 CHP Reaction Kinetics |
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47 | (6) |
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2.2.5 Factors Affecting Efficiency and Effectiveness of Oxidation |
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53 | (7) |
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2.3 Oxidant Interactions in the Subsurface |
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60 | (5) |
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2.3.1 Impact of Oxidant Persistence on Oxidant Transport |
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61 | (2) |
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2.3.2 Impacts on Metal Mobility |
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63 | (2) |
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2.4 Contaminant Treatability |
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65 | (15) |
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2.4.1 Halogenated Aliphatic Compounds |
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65 | (4) |
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2.4.2 Chlorinated Aromatic Compounds |
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69 | (4) |
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73 | (1) |
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2.4.4 Polycyclic Aromatic Hydrocarbons |
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74 | (2) |
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2.4.5 High Explosives, Nitro- and Amino-Organic Compounds |
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76 | (1) |
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77 | (1) |
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2.4.7 Sorbed or NAPL Contaminants |
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77 | (3) |
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80 | (1) |
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81 | (8) |
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Chapter 3 Fundamentals Of ISCO Using Permanganate |
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89 | (58) |
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90 | (1) |
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90 | (13) |
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3.2.1 Physical and Chemical Properties |
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91 | (1) |
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3.2.2 Oxidation Reactions |
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92 | (1) |
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3.2.3 Reaction Mechanisms and Pathways |
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93 | (2) |
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3.2.4 Permanganate Reaction Kinetics |
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95 | (3) |
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3.2.5 Manganese Dioxide Production |
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98 | (4) |
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3.2.6 Carbon Dioxide Gas Evolution |
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102 | (1) |
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3.2.7 Oxidation of Natural Organic Matter |
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103 | (1) |
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3.3 Oxidant Interactions in the Subsurface |
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103 | (24) |
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3.3.1 Natural Oxidant Demand |
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104 | (9) |
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3.3.2 Permanganate Impacts on Subsurface Transport Processes |
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113 | (14) |
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3.4 Contaminant Treatability |
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127 | (11) |
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127 | (4) |
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3.4.2 Chloroethanes and Chloromethanes |
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131 | (1) |
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3.4.3 BTEX, MTBE, and Saturated Aliphatic Compounds |
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132 | (1) |
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133 | (1) |
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3.4.5 Polycyclic Aromatic Hydrocarbons |
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133 | (4) |
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3.4.6 High Explosives and Related Compounds |
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137 | (1) |
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137 | (1) |
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138 | (1) |
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138 | (9) |
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Chapter 4 Fundamentals Of ISCO Using Persulfate |
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147 | (46) |
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148 | (1) |
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148 | (21) |
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4.2.1 Physical and Chemical Properties |
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148 | (1) |
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4.2.2 Oxidation Reactions |
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149 | (3) |
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4.2.3 Persulfate Activation and Propagation Reactions |
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152 | (8) |
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4.2.4 Persulfate Reaction Kinetics |
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160 | (4) |
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4.2.5 Factors Affecting Efficiency and Effectiveness of Oxidation |
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164 | (5) |
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4.3 Persulfate Interactions in the Subsurface |
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169 | (6) |
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4.3.1 Impacts on Subsurface Transport Processes |
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170 | (4) |
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4.3.2 Impacts on Metal Mobility |
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174 | (1) |
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4.4 Contaminant Treatability |
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175 | (10) |
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4.4.1 Halogenated Aliphatics |
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176 | (4) |
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4.4.2 Chlorinated Aromatics |
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180 | (1) |
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181 | (1) |
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4.4.4 Polycyclic Aromatic Hydrocarbons |
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182 | (1) |
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4.4.5 Nitro-Aromatic Compounds |
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183 | (1) |
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184 | (1) |
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185 | (1) |
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185 | (8) |
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Chapter 5 Fundamentals Of ISCO Using Ozone |
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193 | (40) |
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193 | (2) |
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195 | (9) |
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5.2.1 Physical and Chemical Properties |
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195 | (1) |
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5.2.2 Oxidation Reactions |
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196 | (6) |
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5.2.3 Ozone Reaction Kinetics |
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202 | (2) |
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5.3 Oxidant Interactions in the Subsurface |
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204 | (12) |
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5.3.1 Interactions Affecting Reaction Chemistry |
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204 | (2) |
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5.3.2 Interactions Affecting Ozone Transport |
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206 | (2) |
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5.3.3 Ozone Transport Processes |
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208 | (4) |
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5.3.4 Modeling of ISCO Using Ozone |
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212 | (2) |
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5.3.5 Ozone Impacts on Metal Mobility |
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214 | (2) |
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5.4 Contaminant Treatability |
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216 | (9) |
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5.4.1 Chlorinated Aliphatics |
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216 | (2) |
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5.4.2 Chlorinated Aromatics |
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218 | (1) |
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5.4.3 Fuel Components and Total Petroleum Hydrocarbons |
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219 | (3) |
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5.4.4 Coal Tars, Creosote, and Hydrocarbon Wastes |
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222 | (2) |
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5.4.5 Nitroaromatics and Nitroamine Explosives |
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224 | (1) |
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225 | (1) |
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225 | (1) |
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226 | (7) |
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Chapter 6 Principles Of ISCO Related Subsurface Transport And Modeling |
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233 | (52) |
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233 | (1) |
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6.2 Source Zone Architecture |
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234 | (2) |
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6.3 Contaminant Mass Transfer |
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236 | (5) |
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236 | (4) |
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6.3.2 Contaminant Sorption/Desorption |
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240 | (1) |
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6.4 Primary Reagent Transport Processes |
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241 | (5) |
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241 | (1) |
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242 | (1) |
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243 | (1) |
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6.4.4 Density-Induced Flow |
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244 | (1) |
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244 | (1) |
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245 | (1) |
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6.5 Processes Impacting Hydraulic Conditions |
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246 | (3) |
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6.5.1 Permeability Reductions Caused by Immobile Components |
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246 | (2) |
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248 | (1) |
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6.6 Oxidant/Contaminant Kinetic Reaction Expressions |
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249 | (3) |
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6.6.1 Permanganate Reaction |
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250 | (1) |
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251 | (1) |
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6.6.3 Hydrogen Peroxide Reaction |
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251 | (1) |
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6.6.4 Persulfate Reaction |
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251 | (1) |
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6.7 Oxidant Consumption by Nonproductive Reactions |
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252 | (2) |
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6.7.1 Permanganate Nonproductive Oxidant Demand |
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253 | (1) |
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6.7.2 Ozone Nonproductive Oxidant Demand |
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254 | (1) |
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6.7.3 Hydrogen Peroxide Nonproductive Oxidant Demand |
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254 | (1) |
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6.7.4 Persulfate Nonproductive Oxidant Demand |
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254 | (1) |
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6.8 Published ISCO Modeling Studies |
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254 | (6) |
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255 | (2) |
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6.8.2 Permanganate Modeling |
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257 | (3) |
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6.9 Availability of ISCO Modeling Tools |
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260 | (14) |
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6.9.1 Model Dimensions (1-D/2-D/3-D) |
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261 | (1) |
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6.9.2 Analytical Solutions |
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261 | (2) |
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6.9.3 Conceptual Design for ISCO |
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263 | (5) |
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6.9.4 Chemical Oxidation Reactive Transport in Three-Dimensions |
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268 | (6) |
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274 | (1) |
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275 | (10) |
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Chapter 7 Principles Of Combining ISCO With Other In Situ Remedial Approaches |
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285 | (34) |
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285 | (2) |
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7.2 In Situ Biological Methods |
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287 | (14) |
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7.2.1 Impacts of Oxidants on Geochemistry and Bioprocesses |
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287 | (2) |
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7.2.2 Enhanced Biodegradability of Contaminants by Pre-oxidation |
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289 | (1) |
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7.2.3 Monitored Natural Attenuation |
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290 | (9) |
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7.2.4 Enhanced In Situ Bioremediation |
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299 | (2) |
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7.3 Surfactant/Cosolvent Flushing Methods |
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301 | (6) |
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7.3.1 Oxidation in the Presence of Surfactants or Cosolvents |
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304 | (1) |
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7.3.2 Oxidation Mechanism Shifts in the Presence of Cosolvents |
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305 | (1) |
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7.3.3 Oxidant Compatibility with Surfactants and Cosolvents |
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305 | (1) |
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7.3.4 Surfactant Production by Oxidation Reactions |
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306 | (1) |
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7.4 Abiotic Reduction Methods |
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307 | (2) |
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307 | (1) |
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7.4.2 Other In Situ Chemical Reduction Technologies |
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308 | (1) |
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309 | (1) |
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309 | (2) |
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7.7 Field Applications of Combined Approaches |
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311 | (1) |
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311 | (1) |
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312 | (7) |
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Chapter 8 Evaluation Of ISCO Field Applications And Performance |
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319 | (36) |
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319 | (1) |
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8.2 Previous Case Study Reviews |
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320 | (2) |
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8.3 Development of an ISCO Case Study Database |
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322 | (10) |
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8.3.1 Key Database Parameter Definitions |
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322 | (6) |
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8.3.2 Case Study Database Development Construction |
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328 | (1) |
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8.3.3 Potential Limitations |
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329 | (3) |
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8.4 Overview of ISCO Case Study Database Contents |
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332 | (5) |
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8.5 Analysis of Conditions Impacting ISCO Designs |
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337 | (6) |
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337 | (1) |
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3.5.2 Hydrogeologic Conditions |
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338 | (3) |
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341 | (2) |
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8.6 Analysis of Conditions Impacting ISCO Treatment Performance |
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343 | (5) |
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8.6.1 Use of Performance Metrics |
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343 | (1) |
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8.6.2 Performance Experiences and Effects of Design and Environmental Conditions |
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344 | (4) |
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8.7 Secondary ISCO Impacts |
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348 | (1) |
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8.8 Summary of Key Findings |
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349 | (2) |
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351 | (1) |
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351 | (4) |
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Chapter 9 Systematic Approach For Site-Specific Engineering Of ISCO |
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355 | (58) |
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355 | (3) |
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9.2 Screening of ISCO Applicability |
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358 | (22) |
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358 | (1) |
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9.2.2 Site Characterization Data Needed for CSM Development and Screening of ISCO |
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358 | (2) |
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9.2.3 Screening ISCO for Site-Specific Contaminants, Site Conditions, and Treatment Goals |
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360 | (6) |
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9.2.4 The Conceptual Site Model for ISCO Screening |
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366 | (1) |
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9.2.5 Consideration of Pre-ISCO Remediation |
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367 | (1) |
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9.2.6 Detailed Screening of ISCO |
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368 | (9) |
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9.2.7 Consideration of ISCO Coupling |
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377 | (3) |
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9.2.8 Outcomes of the ISCO Screening Process |
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380 | (1) |
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9.3 Conceptual Design of an ISCO System |
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380 | (15) |
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380 | (1) |
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9.3.2 The Target Treatment Zone |
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380 | (2) |
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9.3.3 Tier 1 Conceptual Design |
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382 | (5) |
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9.3.4 Feasibility of Conceptual Design Options |
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387 | (1) |
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9.3.5 Ranking Oxidant and Delivery Approach Options |
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388 | (2) |
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9.3.6 Tier 2 Conceptual Design |
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390 | (5) |
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9.4 Detailed Design and Planning of an ISCO System |
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395 | (10) |
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395 | (1) |
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9.4.2 Preliminary Design Phase |
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396 | (2) |
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398 | (4) |
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402 | (3) |
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9.5 Implementation and Performance Monitoring |
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405 | (6) |
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405 | (2) |
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9.5.2 Implementation Phase |
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407 | (2) |
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9.5.3 Delivery Performance Monitoring Phase |
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409 | (1) |
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9.5.4 Treatment Performance Monitoring Phase |
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410 | (1) |
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411 | (1) |
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411 | (2) |
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Chapter 10 Site Characterization And ISCO Treatment Goals |
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413 | (36) |
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413 | (1) |
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10.2 Conceptual Site Models |
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414 | (3) |
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10.2.1 General Description |
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414 | (2) |
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10.2.2 Developing a CSM for ISCO |
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416 | (1) |
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10.3 Characterization Strategies and Approaches |
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417 | (3) |
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417 | (1) |
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10.3.2 Overview of the Triad Approach |
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418 | (2) |
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10.4 Characterization Methods and Techniques |
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420 | (14) |
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10.4.1 Site Features and Land Use Attributes |
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420 | (1) |
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10.4.2 Nature and Extent of Contamination |
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421 | (8) |
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10.4.3 Hydrogeologic Conditions |
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429 | (1) |
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10.4.4 Geochemical Conditions |
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429 | (2) |
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10.4.5 Fate and Transport Processes |
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431 | (1) |
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10.4.6 Analysis and Visualization of Characterization Data |
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432 | (2) |
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10.5 Site Characterization Data Needed for ISCO |
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434 | (3) |
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10.6 ISCO Treatment Objectives and Goals |
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437 | (2) |
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10.7 Perspectives on Characterization and ISCO |
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439 | (1) |
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439 | (5) |
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444 | (5) |
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Chapter 11 Oxidant Delivery Approaches And Contingency Planning |
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449 | (32) |
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449 | (1) |
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11.2 Primary Transport Mechanisms Affecting Distribution of Liquid Oxidants |
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450 | (3) |
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11.2.1 Advection During Injection of Liquid Oxidants |
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450 | (2) |
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11.2.2 Advection After Injection |
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452 | (1) |
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11.2.3 Diffusion After Advective Delivery into the Subsurface |
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453 | (1) |
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11.3 Oxidant Delivery Methods |
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453 | (14) |
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11.3.1 Direct-Push Probes for Liquid Injection |
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456 | (4) |
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11.3.2 Installed Wells for Liquid Injection |
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460 | (2) |
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11.3.3 Installed Wells for Gaseous Sparging |
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462 | (1) |
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11.3.4 Recirculation of Liquids |
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462 | (2) |
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11.3.5 Trench or Curtain Emplacement of Oxidants |
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464 | (1) |
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11.3.6 Mechanical Mixing of Oxidants and Soil |
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464 | (1) |
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11.3.7 Fracturing for Oxidant Emplacement |
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464 | (3) |
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11.3.8 Surface Application or Infiltration Gallery Methods |
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467 | (1) |
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11.4 General Considerations for Oxidant Delivery |
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467 | (5) |
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11.4.1 Aquifer Heterogeneity |
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468 | (1) |
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11.4.2 Contaminant Distribution |
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469 | (1) |
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11.4.3 Underground Utilities and Other Preferential Pathways |
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470 | (1) |
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11.4.4 Contaminant Displacement |
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470 | (1) |
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11.4.5 Need for Oxidant Activation |
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471 | (1) |
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11.5 Aboveground Oxidant Handling and Mixing |
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472 | (4) |
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11.6 Observational Method and Contingency Planning |
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476 | (2) |
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11.6.1 Observational Method |
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476 | (1) |
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11.6.2 Contingency Planning |
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476 | (2) |
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478 | (1) |
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479 | (2) |
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Chapter 12 ISCO Performance Monitoring |
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481 | (30) |
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481 | (2) |
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12.2 General Considerations |
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483 | (5) |
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12.2.1 Establishment of Operational Objectives |
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483 | (1) |
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12.2.2 Accounting for ISCO Interactions in the Subsurface |
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484 | (2) |
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12.2.3 Performance Monitoring for Site-Specific Conditions |
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486 | (2) |
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12.3 Monitoring of Baseline Conditions |
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488 | (5) |
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488 | (1) |
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12.3.2 Approach and Methodologies |
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489 | (4) |
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12.4 Monitoring During Oxidant Delivery |
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493 | (7) |
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493 | (1) |
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12.4.2 Approach and Methodologies |
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494 | (6) |
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12.5 Monitoring of Treatment Performance |
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500 | (9) |
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500 | (1) |
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12.5.2 Approach and Methodologies |
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501 | (5) |
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506 | (3) |
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509 | (1) |
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509 | (2) |
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Chapter 13 Project Cost And Sustainability Considerations |
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511 | (24) |
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511 | (1) |
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13.2 Cost Estimating Approaches |
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512 | (2) |
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13.2.1 Classes of Estimates and Level of Details |
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512 | (1) |
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13.2.2 Cost Estimating Methods |
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513 | (1) |
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13.3 Primary Cost Components |
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514 | (3) |
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13.4 Historical and Illustrative Cost Estimates |
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517 | (13) |
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13.4.1 ISCO Project Costs Based on Case Study Data |
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517 | (1) |
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13.4.2 ISCO Project Costs Based on an Illustrative Example |
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517 | (12) |
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13.4.3 Comparing ISCO Project Costs |
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529 | (1) |
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13.5 Sustainability Considerations |
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530 | (3) |
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13.5.1 Sustainability Concepts and Definitions |
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530 | (1) |
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13.5.2 Making Technologies More Sustainable |
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531 | (2) |
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533 | (1) |
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533 | (2) |
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Chapter 14 ISCO Status And Future Directions |
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535 | (12) |
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535 | (1) |
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14.2 Striving for Optimal Applications of ISCO |
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536 | (1) |
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14.3 Emerging Approaches and Technologies |
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537 | (4) |
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14.3.1 Combining ISCO with Other Technologies and Approaches |
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538 | (1) |
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14.3.2 Enhanced Delivery Methods for ISCO |
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538 | (1) |
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14.3.3 Improved ISCO Monitoring and Assessment |
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539 | (2) |
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14.4 Research Needs and Breakthrough Areas |
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541 | (3) |
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14.4.1 ISCO Process Chemistry |
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542 | (1) |
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543 | (1) |
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14.4.3 ISCO System Design |
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543 | (1) |
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14.4.4 ISCO Process Control and Assessment |
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544 | (1) |
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544 | (1) |
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545 | (2) |
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Appendix A List of Acronyms, Abbreviations, and Symbols |
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|
547 | (10) |
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Appendix B Unit Conversion Table |
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|
557 | (2) |
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559 | (28) |
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Appendix D Supporting Information for Site-Specific Engineering of ISCO |
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|
587 | (38) |
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D.1 Test Procedures for Measurement of Natural Oxidant Demand and Oxidant Persistence |
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587 | (9) |
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587 | (1) |
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D.1.2 Sample Collection, Preservation, and Storage |
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588 | (1) |
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D.1.3 Test Procedure for Measuring Oxidant Persistence |
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588 | (4) |
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D.1.4 Example of Test Procedure and Data Analysis |
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592 | (4) |
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596 | (1) |
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D.2 Test Procedures for Evaluating Contaminant Treatability and Reaction Products |
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596 | (7) |
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596 | (1) |
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D.2.2 Test Procedures to Optimize Oxidation Chemistry |
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597 | (3) |
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D.2.3 Test Procedures to Explore Additional System Chemistry Considerations |
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600 | (2) |
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602 | (1) |
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D.2.5 Precautions with Interpretation and Application of Results |
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603 | (1) |
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D.3 Analytical Methods for Oxidant Concentrations |
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603 | (2) |
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D.3.1 Readily Available Methods |
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603 | (2) |
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605 | (1) |
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D.4 Considerations for ISCO Pilot-Scale Testing under Field Conditions |
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605 | (4) |
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D.4.1 Pilot Test Objective |
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605 | (2) |
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D.4.2 Injection Probe or Well Spacing and Volume/Mass of Oxidant |
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607 | (1) |
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608 | (1) |
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608 | (1) |
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608 | (1) |
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D.5 Example Preliminary Basis of Design Report Outline for In Situ Chemical Oxidation by Permanganate Direct Injection |
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609 | (2) |
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D.6 Typical Components of an Operation Plan for ISCO Implementation |
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611 | (1) |
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D.6.1 Operational Metrics |
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611 | (1) |
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D.6.2 ISCO Treatment Milestones |
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611 | (1) |
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D.7 Development of ISCO Performance Specifications and/or Detailed Design Specifications and Drawings |
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|
612 | (3) |
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D.7.1 Performance Specifications |
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612 | (1) |
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D.7.2 Detailed Design Specifications and Drawings |
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613 | (2) |
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D.8 Quality Assurance Project Plan (QAPP) Content |
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615 | (1) |
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D.9 Description of Potential Pre-Construction Activities for an ISCO Project |
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616 | (4) |
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D.9.1 Injection Permitting |
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616 | (1) |
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617 | (1) |
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D.9.3 Potential Receptor Survey |
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618 | (1) |
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D.9.4 Engineering Controls for ISCO Implementation |
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618 | (1) |
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D.9.5 Administrative Activities |
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619 | (1) |
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D.9.6 Health and Safety Preparations |
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|
619 | (1) |
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620 | (1) |
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D.10 Construction and Delivery Effectiveness Quality Assurance and Quality Control (QA/QC) Guidelines |
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620 | (5) |
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Appendix E Case Studies and Illustrative Applications |
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|
625 | (34) |
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E.1 Case Study: Ozone Pilot Test |
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625 | (6) |
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|
625 | (1) |
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E.1.2 Summary of Site Characteristics |
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625 | (1) |
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E.1.3 Summary of Pilot Test Features and Results |
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626 | (5) |
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631 | (1) |
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E.2 Case Study: Persulfate Pilot Test |
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631 | (9) |
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631 | (1) |
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E.2.2 Summary of Site Characteristics |
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631 | (1) |
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E.2.3 Summary of Pilot Test Features and Results |
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632 | (8) |
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640 | (1) |
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E.3 Case Study: Hydrogen Peroxide Pilot Test |
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640 | (13) |
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|
640 | (1) |
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E.3.2 Summary of Site Characteristics |
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640 | (1) |
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E.3.3 Summary of Pilot Test Features and Results |
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641 | (11) |
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652 | (1) |
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E.4 Illustrative Applications: Combined Approaches |
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|
653 | (6) |
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E.4.1 Impacts of Potassium Permanganate on Anaerobic Microbial Communities for Remediation of Chlorinated Solvents |
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|
653 | (2) |
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E.4.2 Catalyzed Hydrogen Peroxide and Associated Exothermicity for PAH Recovery and Remediation at a Former Manufactured Gas Plant Site |
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|
655 | (2) |
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E.4.3 Excavation Combined with Catalyzed Hydrogen Peroxide and Sodium Permanganate ISCO to Achieve Maximum Contaminant Levels at a PCE Site |
|
|
657 | (1) |
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|
658 | (1) |
Index |
|
659 | |