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5.4.9 Deviation measurements 435.4.10 Measurements of the length difference between the compresseddrilling pipe string and as extended by its own weight 465.4.11 Hydraulic tests during drilling (wireline tests) 465.4.12 Groove milling 475.4.13 Consumables 475.4.14 Recovery measurements after cleaning by air-lift pumping 495.5 Additional work 496 References 51Appendix A Well Cad-plot of the percussion drilled part of borehole KFM06C 53Appendix B Well Cad-plot of the complete (percussion drilled and coredrilled) borehole KFM06C 55Appendix C Absolute pressure, borehole section 351.0–636.0 m 63
1 IntroductionSite investigations are currently being performed by <strong>SKB</strong> for location and safety assessment ofa deep repository for high level radioactive waste /1/. The investigations are carried out in twoSwedish municipalities, Östhammar and Oskarshamn. The site investigation area in Östhammaris situated close to the Forsmark nuclear power facilities /2/, see Figure 1-1.Drilling is one important activity within the scope of the site investigations. Three main typesof boreholes are produced, 1) core drilled respectively 2) percussion drilled boreholes in solidrock and 3) boreholes drilled through regolith. The last type may be accomplished by differentdrilling techniques, e.g. percussion drilling and auger drilling.The deepest boreholes drilled at the site investigation are core drilled boreholes in hard rock.So far, three sub-vertical and seven inclined, 950–1,000 m long, cored boreholes have beendrilled within the investigation area. Five semi-deep (500–850 m) cored boreholes and sevenshorter (100–500 m) cored boreholes have also been drilled. The locations of the twelve drillsites in question, DS1 to DS12, are illustrated in Figure 1-1.Figure 1-1. The site investigation area at Forsmark including the candidate area selected for moredetailed investigations. Drill sites DS1–12 are marked with blue dots.
Page 5: Contents1 Introduction 72 Objective
Page 9 and 10: Figure 1-2. Borehole locations at a
Page 11 and 12: 3 EquipmentTwo types of drilling ma
Page 13: 3.3 Core drilling equipment3.3.1 Th
Page 17 and 18: • Two - 22 mm diameter hoses at a
Page 19 and 20: A log-file name, a time- or depth-i
Page 21 and 22: after the compressor had been turne
Page 23 and 24: 4) The outer support casing was rem
Page 25 and 26: However, borehole measurements in K
Page 31 and 32: 5.4.3 Registration of drilling para
Page 33 and 34: 1200Rotation Speed1000800rpm6004002
Page 35 and 36: 16010090807014012010080605040306040
Page 37 and 38: After an almost continuous increase
Page 39 and 40: The results concerning organic cons
Page 42 and 43: Elevation66997669986699967000670011
Page 44 and 45: As seen in the diagram, the maximum
Page 46 and 47: 5.4.14 Recovery measurements after
Page 48 and 49: Appendix AWell Cad-plot of the perc
Page 50 and 51: 90100100.35100.40102.080.1620.0860.
Page 53 and 54: 53054055056057058059060061062063064
Page 55 and 56: 82083084085086087088089090091092093

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