Foreword |
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ix | |
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Section 1 Geothermal energy |
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1 Geothermal energy in loess |
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3 | (20) |
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Introduction: ground-source heat pump systems and loess deposits |
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4 | (2) |
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Main characteristics of loess |
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6 | (1) |
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Site description and thermal characterisation |
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7 | (2) |
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9 | (3) |
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12 | (5) |
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17 | (2) |
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19 | (4) |
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2 Parsimonious numerical modelling of deep geothermal reservoirs |
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23 | (18) |
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24 | (1) |
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25 | (2) |
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3 Conceptual modelling - a tripartite modelling approach |
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27 | (7) |
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4 Well doublet production scenario |
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34 | (3) |
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5 Discussion and conclusion |
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37 | (1) |
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6 Recommendations for future work |
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38 | (1) |
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39 | (2) |
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3 Geothermal subsidence study at Wairakei-Tauhara, New Zealand |
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41 | (20) |
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42 | (3) |
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2 Geotechnical investigation |
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45 | (3) |
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48 | (7) |
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55 | (1) |
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5 Conclusion and discussion |
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56 | (1) |
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57 | (4) |
Section 2 Heat exchange |
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4 Energy harvesting on road pavements: state of the art |
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61 | (18) |
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61 | (1) |
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2 Road pavement energy harvesting technologies |
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62 | (8) |
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70 | (2) |
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72 | (1) |
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73 | (6) |
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5 Uncertainties in the design of ground heat exchangers |
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79 | (20) |
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80 | (1) |
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81 | (4) |
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85 | (11) |
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96 | (1) |
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97 | (2) |
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6 The role of ground conditions on energy tunnels' heat exchange |
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99 | (16) |
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100 | (1) |
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101 | (1) |
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Set-up of the numerical model |
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102 | (4) |
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Parametric numerical analyses for various ground conditions |
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106 | (5) |
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Preliminary design charts |
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111 | (2) |
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113 | (1) |
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113 | (2) |
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7 Simulations of a photovoltaic-thermal ground source heat pump system |
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115 | (16) |
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115 | (1) |
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116 | (3) |
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119 | (5) |
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124 | (4) |
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128 | (1) |
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129 | (2) |
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8 The design of thermal tunnel energy segments for Crossrail, UK |
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131 | (26) |
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131 | (1) |
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2 Assessment of the heat inside the tunnel |
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132 | (1) |
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3 Design of the TES system |
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133 | (6) |
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4 Potential market for the tunnel heat |
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139 | (1) |
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5 Modelling of TES heat transfer |
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140 | (4) |
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144 | (2) |
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7 Durability and operational considerations |
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146 | (5) |
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8 Operational and commercial benefits |
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151 | (1) |
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9 Case study: Fisher Street to Tottenham Court Road |
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152 | (2) |
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10 Summary and conclusion |
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154 | (1) |
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155 | (2) |
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9 Thermal response testing through the Chalk aquifer in London, UK |
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157 | (24) |
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158 | (2) |
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160 | (3) |
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163 | (10) |
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173 | (1) |
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174 | (1) |
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Appendix: Thermal resistance of ground loop pipes |
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175 | (1) |
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176 | (5) |
Section 3 Energy piles |
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10 Thermal performance of thermoactive continuous flight auger piles |
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181 | (24) |
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182 | (1) |
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183 | (1) |
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Thermal performance assessment |
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184 | (6) |
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190 | (11) |
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201 | (1) |
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202 | (1) |
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Appendix: Calculation of the concrete resistance |
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203 | (1) |
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203 | (2) |
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11 City-scale perspective for thermoactive structures in Warsaw |
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205 | (18) |
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206 | (1) |
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207 | (6) |
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City-scale analysis for structures equipped with thermoactive foundation elements |
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213 | (6) |
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219 | (1) |
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220 | (1) |
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221 | (2) |
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12 Energy piles: site investigation and analysis |
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223 | (26) |
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224 | (1) |
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2 Energy pile installations |
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225 | (2) |
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227 | (7) |
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234 | (8) |
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242 | (1) |
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6 Conclusion and recommendations |
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243 | (1) |
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244 | (5) |
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13 Pile heat exchangers: thermal behaviour and interactions |
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249 | (32) |
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250 | (2) |
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252 | (4) |
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3 Thermal performance of borehole heat exchangers |
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256 | (4) |
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4 Thermal performance of pile heat exchangers |
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260 | (10) |
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5 Thermomechanical interactions and pile behaviour |
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270 | (4) |
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274 | (1) |
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275 | (1) |
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276 | (5) |
Index |
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281 | |