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Part I Basic Analytical Solutions |
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3 | (52) |
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1.1 Fully Penetrating Well |
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3 | (26) |
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1.1.1 Aquifer of Infinite Lateral Extent |
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4 | (5) |
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1.1.2 Semi-infinite Aquifer |
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9 | (2) |
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11 | (6) |
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1.1.4 Wedge-Shaped Aquifer |
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17 | (3) |
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20 | (3) |
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1.1.6 Rectangular Aquifer |
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23 | (3) |
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26 | (3) |
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1.2 Partially Penetrating Well: Point Source |
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29 | (9) |
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1.2.1 Aquifer Infinite in the Horizontal Plane and Thickness |
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30 | (2) |
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1.2.2 A Point Source in an Aquifer Semi-infinite in the Horizontal Plane or Thickness |
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32 | (3) |
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1.2.3 A Point Source in an Aquifer Bounded in the Horizontal Plane or Thickness |
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35 | (3) |
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1.3 Partially Penetrating Well: Linear Source |
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38 | (13) |
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1.3.1 Aquifer Infinite in the Horizontal Plane and Thickness |
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39 | (2) |
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1.3.2 A Linear Source in an Aquifer Semi-infinite in the Horizontal Plane or Thickness |
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41 | (3) |
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1.3.3 A Linear Source in an Aquifer Bounded in the Horizontal Plane or Thickness |
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44 | (7) |
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1.4 Confined Aquifer of Nonuniform Thickness |
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51 | (4) |
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53 | (2) |
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55 | (16) |
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2.1 Aquifer of Infinite Lateral Extent |
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55 | (10) |
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2.2 Semi-infinite and Bounded Unconfined Aquifers |
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65 | (1) |
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2.3 Sloping Unconfined Aquifer |
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65 | (6) |
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69 | (2) |
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71 | (44) |
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3.1 Leaky Aquifer with Steady-State Flow in the Adjacent Aquifers |
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72 | (14) |
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3.1.1 Aquifer of Infinite Lateral Extent |
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72 | (5) |
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3.1.2 Semi-infinite Aquifer |
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77 | (1) |
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78 | (4) |
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3.1.4 Wedge-Shaped and U-Shaped Aquifers |
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82 | (1) |
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82 | (4) |
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3.2 Leaky Aquifer with Transient Flow in the Adjacent Aquifers |
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86 | (7) |
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3.2.1 Aquifer of Infinite Lateral Extent |
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87 | (3) |
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90 | (3) |
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3.3 Leaky Aquifer with Allowance Made for Aquitard Storage |
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93 | (5) |
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3.4 A Partially Penetrating Weil in a Leaky Aquifer |
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98 | (2) |
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3.5 Two-Layer Aquifer Systems |
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100 | (6) |
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3.5.1 Two-Layer Unconfined Aquifer System of Infinite Lateral Extent |
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100 | (3) |
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3.5.2 Circular Two-Layer Confined Aquifer System |
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103 | (3) |
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3.6 Multi-aquifer Systems |
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106 | (9) |
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106 | (4) |
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110 | (3) |
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113 | (2) |
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4 Horizontally Heterogeneous Aquifers |
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115 | (12) |
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4.1 Aquifer with Linear Discontinuity |
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115 | (4) |
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4.2 Radial Patchy Aquifer |
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119 | (2) |
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4.3 Heterogeneous Aquifers with a Constant-Head Boundary |
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121 | (6) |
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121 | (1) |
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4.3.2 Semi-circular Aquifer |
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122 | (1) |
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4.3.3 Wedge-Shaped Aquifer |
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123 | (2) |
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125 | (1) |
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126 | (1) |
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5 Pumping Test near a Stream |
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127 | (12) |
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5.1 A Semipervious Stream |
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127 | (5) |
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5.2 Partially Penetrating Stream of Finite Width |
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132 | (4) |
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5.3 Pumping from a Well under a Stream |
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136 | (3) |
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137 | (2) |
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6 Fractured-Porous Reservoir |
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139 | (10) |
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139 | (3) |
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6.2 Pumping Well Intersecting a Single Vertical Fracture |
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142 | (2) |
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6.3 Pumping Well Intersecting a Single Horizontal Fracture |
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144 | (5) |
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145 | (4) |
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Part II Analytical Solutions for a Complex Pumping-Test Setting and Well-System Configurations |
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7 Horizontal or Slanted Pumping Wells |
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149 | (6) |
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149 | (1) |
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150 | (2) |
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152 | (3) |
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153 | (2) |
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155 | (12) |
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8.1 Aquifers of Infinite Lateral Extent |
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155 | (4) |
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159 | (5) |
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8.3 Radial Patchy Aquifer |
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164 | (3) |
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165 | (2) |
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167 | (12) |
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9.1 Cooper and Picking Solutions |
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167 | (2) |
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9.2 Slug Tests in Tight Formations |
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169 | (1) |
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9.3 Solutions for Slug Tests with Skin Effect |
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170 | (2) |
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9.4 Bouwer--Rice Solution |
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172 | (3) |
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175 | (1) |
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9.6 Van der Kamp Solution |
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176 | (3) |
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177 | (2) |
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10 Multi-well Pumping Tests |
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179 | (26) |
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10.1 Pumping with a Constant Discharge Rate |
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179 | (11) |
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10.1.1 Fully Penetrating Well in a Confined Aquifer |
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180 | (8) |
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10.1.2 Point Source: Confined Aquifer Infinite in the Horizontal Plane and Thickness |
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188 | (2) |
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10.2 Pumping with a Variable Discharge Rate |
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190 | (3) |
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10.2.1 Single Pumping Well with a Variable Discharge Rate |
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191 | (1) |
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10.2.2 A System of Pumping Wells with a Variable Discharge Rate |
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192 | (1) |
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10.3 Simultaneous Pumping from Two Aquifers Separated by an Aquitard |
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193 | (4) |
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10.3.1 Aquifers of Infinite Lateral Extent |
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193 | (2) |
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195 | (2) |
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197 | (8) |
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198 | (3) |
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201 | (3) |
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204 | (1) |
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205 | (22) |
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11.1 A Single Pumping Well with a Constant Discharge Rate |
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207 | (12) |
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207 | (11) |
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11.1.2 Unconfined Aquifer |
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218 | (1) |
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11.2 A System of Pumping Wells with Constant Discharge Rates |
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219 | (4) |
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11.3 Variable Discharge Rate |
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223 | (4) |
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224 | (3) |
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Part III Solution of Hydrogeological Problems Using ANSDIMAT |
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12 Aquifer-Test Analytical Methods |
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227 | (34) |
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227 | (6) |
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12.1.1 Straight-Line Method |
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228 | (2) |
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12.1.2 Horizontal Straight-Line Method |
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230 | (1) |
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231 | (2) |
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12.2 Method of Bisecting Line |
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233 | (2) |
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235 | (6) |
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12.3.1 Direct Method: Manual Trial and Error |
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235 | (3) |
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12.3.2 Inverse Method for Sensitivity Analysis |
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238 | (3) |
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12.4 Diagnostic Curve for Aquifer Tests |
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241 | (20) |
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241 | (5) |
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12.4.2 Unconfined Aquifer |
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246 | (4) |
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250 | (1) |
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12.4.4 Horizontally Heterogeneous Aquifer |
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250 | (1) |
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12.4.5 Pumping Test near a Stream |
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251 | (1) |
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12.4.6 Pumping Test in a Fractured-Porous Reservoir |
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252 | (2) |
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12.4.7 Constant-Head Test |
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254 | (1) |
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255 | (1) |
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256 | (2) |
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258 | (3) |
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13 Analytical Solutions for Complex Engineering Problems |
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261 | (24) |
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13.1 Evaluation of Groundwater Response to Stream-Stage Variation |
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262 | (7) |
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13.1.1 Instantaneous Level Change Followed by a Steady-State Period |
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262 | (5) |
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13.1.2 Multi-stage or Gradual Level Changes |
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267 | (2) |
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269 | (2) |
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13.3 Simplified Analytical Relationships for Assessing Water Inflow into an Open Pit |
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271 | (14) |
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13.3.1 Effective Open Pit Radius |
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272 | (1) |
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13.3.2 The Radius of Influence for Infinite Nonleaky Aquifers |
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273 | (2) |
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13.3.3 Estimating Water Inflow into an Open Pit |
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275 | (7) |
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282 | (3) |
Appendix 1 Hydraulic Characteristics |
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285 | (4) |
Appendix 2 Wellbore Storage, Wellbore Skin, and Shape Factor |
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289 | (4) |
Appendix 3 Boundary Conditions and Image Wells |
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293 | (12) |
Appendix 4 Equations for Universal Screening Assessments |
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305 | (6) |
Appendix 5 Application of Computer Programs for Analysis Aquifer Tests |
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311 | (32) |
Appendix 6 Application of UCODE_2005 |
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343 | (10) |
Appendix 7 Special Functions: Analytical Representations, Graphs, and Approximations |
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353 | (34) |
References |
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387 | (4) |
Index |
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391 | |