Notional Field Development Final Report - EBN

EBN Notional Field Development Plan
Figure 3-89, Scenario 6 Core Area based on Sc #5 Hybrid Infill case ....................................................... 106
Figure 3-90, Scenario 6 Core Area based on Sc #5 Hybrid Infill case ....................................................... 107
Figure 3-91, Scenario 6 Core Area pad locations ...................................................................................... 108
Figure 3-93, Ball Activated Sliding Sleeve Completion ............................................................................. 113
Figure 3-94, - Hydra-Jet Assisted Fracturing Method ............................................................................... 115
Figure 3-95, HP-ACT Method using Coiled Tubing .................................................................................... 116
Figure 4-1. “Base Case” hypothetical location. ......................................................................................... 124
Figure 4-2. Provisional Procedure ............................................................................................................. 128
Figure 4-3. Surface water in the Netherlands ........................................................................................... 133
Figure 4-4. Wetlands area ......................................................................................................................... 136
Figure 4-5. Excavation equipment ............................................................................................................ 137
Figure 4-7. Procedures and Permits without NCR .................................................................................... 141
Figure 4-8. Fresh water impoundment used to store water for fracking ................................................. 143
Figure 4-11. Surface water includes rivers and streams ........................................................................... 148
Figure 4-12. Surface water in Noord-Brabant, including areas with water supply areas and discharge
sewage water treatment installations. The pink colored circles indicate the capacity (Mm3/yr) of water
discharged from each of these facilities ................................................................................................... 149
Figure 4-13. Area of the De Dommel Water Board, including the location of WWTP facilities: 1) Boxtel
WWTP, 5) Tilburg WWTP, 6) Eindhoven WWTP, 7) Hapert WWTP, 9) Biest-Houtakker WWTP, 10) Haaren
WWTP, 11) Sint-Oedenrode WWTP .......................................................................................................... 151
Figure 4-14. Waste water treatment plant ............................................................................................... 152
Figure 4-32. Diagram of Injection Well ..................................................................................................... 172
Figure 4-33. Truck hauling produced water to an off-site disposal facility .............................................. 174
Figure 4-35. Diesel-fired generator ........................................................................................................... 178
Figure 4-36. Noise barriers are constructed to limit noise levels during construction activities ............. 180
Figure 4-38. Diesel-fired construction lighting trailer ............................................................................... 185
Figure 4-39. Example risk contour (Source: Oranjewoud rapport "Onafhankelijk rapport
schaliegaswinning in Nederland) .............................................................................................................. 187
Figure 4-40. Example risk contour (Source: Oranjewoud rapport "Oranjewoud rapport schaliegaswinning
in Nederland) ............................................................................................................................................ 188
Figure 4-41. A typical production site in the Netherlands ........................................................................ 189
Figure 4-42. Wellheads on multi-well pad site ......................................................................................... 192
Figure 4-43. Representation of 3D seismic data ....................................................................................... 193
Figure 4-44. Geotechnical soil boring ....................................................................................................... 194
Figure 4-45. Typical Well Pad Design ........................................................................................................ 195
Figure 4-46. Wellpad with impoundment ................................................................................................. 196
Figure 4-47. Impoundment for storage of water ...................................................................................... 197
Figure 4-48. Installation of liner system for impoundment ...................................................................... 197
Figure 4-50. Impoundment with above-ground water pipelines along side of roadway ......................... 200
Figure 4-51. Stored wellpad site with wellheads and produced water storage tanks ............................. 201
Figure 4-52. Typical drilling rig .................................................................................................................. 203
© 2011 Halliburton All Rights Reserved
6