Chapter 2, page 16, column 1, Section 2.2, 2nd paragraph, line 4 a coarse grid a sparse grid

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Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, Geophysical References Series No. 12 Note: The following lists a number of errors in the book. Some corrections deal with outright mistakes or typos; others refer to inconsistencies in the nomenclature or to unclear wording. For instance, coarse sampling is used for aliased sampling of a shot line or a receiver line (as intended), but it was also used where sparse sampling is better: for line intervals and for the sparsely sampled unit in areal geometry. Contents, page vi 2.6.8 Velocity analysis and DMO 2.6.8 Velocity analysis Acknowledgments to the Second Edition, page xviii, column 1, 2nd paragraph Regone, Chris Regone, Cees Corsten, Chris" Chapter 1, page 2 equation 1.2b should be: x x s r x x m m xo, 2 xo. 2 Chapter 1, page 2, column 2, last paragraph, line 3 sampled. Likewise sampled (equation A.1). Likewise Chapter 1, page 3, caption Figure 1.2 The value C C Chapter 1, page 7, column 1, line 12 Section 4.8.4 Section 4.7.4 Chapter 2, page 16, column 1, Section 2.2, 2nd paragraph, line 4 a coarse grid a sparse grid Chapter 2, page 16, column 2, 3rd paragraph coarsely sampled sparsely sampled (twice) Chapter 2, page 16, column 2, 4th paragraph Full 3D, or fullfold 3D, Full 3D Chapter 2, page 19, column 1, 3rd paragraph, line 8 OBCs receiver lines Chapter 2, page 19, column 1, 3rd paragraph, last line coarsely sparsely Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 1

Chapter 2, page 19, column 2, Section 2.3.1, last line of subsets (Section 2.5) of pseudo-cov gathers (Section 2.5) Chapter 2, page 21, column 2, last line in the cross-spread is in the cross-spread from O is Chapter 2, page 25, column 1, 1st paragraph of 2.3.3.3, line 2 2.1 cover the whole midpoint area 2.1 may cover the whole survey area Chapter 2, page 27, column 2, 2nd paragraph, last 3 lines orthogonal geometry, with offset distribution. orthogonal geometry with the same spread length and the same number of receiver lines, but the offset distribution is different. Chapter 2, page 33, column 1, 6 th last line spiderweb spider Chapter 2, page 34, column 1, last paragraph, line 7 coarsely sampled sparsely sampled Chapter 2, page 36, column 1, 4 th paragraph, line 7 (Beasley (Vermeer, 1994; Beasley Chapter 2, page 44, column 1, line 3 spiderweb spider. Chapter 2, page 47, column 2, 5th last line before Section 2.6 minimum-maximum offset minimum maximum offset Chapter 2, page 50, column 1, 2nd paragraph, line 2 Chapter 2, page 51, column 1, 5th paragraph, line 8 NMO NMO correction Chapter 2, page 52, column 2, 4th paragraph NMO at all NMO correction at all Chapter 2, page 52, column 2, Section header 2.6.8 Velocity analysis and DMO Velocity analysis Chapter 3, page 59, column 2, 2nd paragraph, line 3 constant-velocity event lies constant-velocity event (direct arrival) lies Chapter 3, page 68, column 1, line 4 largest minimum Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 2

Chapter 3, page 69, column 2, first 2 lines of the prestack data, the effect of the array on signal is negligible of all prestack signal, the effect of the array on signal is negligible (assuming no intra-array statics) Chapter 3, page 76, column 2, 5th last line they do not pass the apexes of the noise cones generated they suppress the apexes of the rounded pyramids generated Chapter 3, page 77, column 2, paragraph starting with For 2D the offset sampling in the the offset interval in the Chapter 3, page 79, caption fig. 3.23, line 3 Chapter 3, page 80, caption fig. 3.24, line 2 linear noise linear-noise Chapter 3, page 80, caption fig. 3.24, line 2 Chapter 3, page 84, column 1, 2nd paragraph Selecting a wide Selecting wide Chapter 4, page 87, column 1, 1st paragraph, line 15 coarsely sampled other two Chapter 4, page 88, column 1, last paragraph, line 6 Only by necessity. Only along the edges of the survey area there are usually truncated cross-spreads. Chapter 4, page 89, column 1, 4th last bulleted item (Section 4.5.2) (Sections 4.5.1 and 4.5.2) Chapter 4, page 91, column 1, line 7 fold, parallel fold, (narrow) parallel Chapter 4, page 92, column 2, fifth last line a coarse grid a sparse grid Chapter 4, page 94, column 1, first paragraph, line 5 with areal geometry with type 1 areal geometry Chapter 4, page 94, column 1, Section 4.3.6, first paragraph, line 3 geometry can geometry type 1 can Chapter 4, page 100, column 2, 2nd paragraph, line 10 can also be try to can also try to Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 3

Chapter 4, page 108, column 1, fourth last line 7.4] 7.4.4] Chapter 4, page 108, column 2, paragraph above equation 4.18a, 2nd last line zone of influence rather zone of influence (ZOI) rather Chapter 4, page 110, column 1, line 5 tests. tests (see also Section 4.6). Chapter 4, page 110, Section 4.4.8, 2nd line sampled coarsely sampled sparsely Chapter 4, page 111, column 1, line 7 after (4.20) should be equal should preferably be equal Chapter 4, page 112, Section 4.4.11, line 1 parameters fold parameters fold Chapter 4, page 112, Table 4.3, second last line 96,000/km 2 1,440,000/km 2. Chapter 4, page 121, column 1, 3rd paragraph Replace whole paragraph with The difference with the full-swath roll technique is that in the full-swath roll (if properly implemented) the smallest maximum crossline offset of each cross-spread is at least equal to the nominal maximum crossline offset, whereas in the multiline roll the smallest maximum crossline offset of some cross-spreads is smaller than the nominal maximum crossline offset. This asymmetry of the multiline roll can be remedied only by discarding all traces with absolute crossline offsets larger than the smallest maximum crossline offset. Chapter 4, page 121, column 2, line 6 acquired data to the area acquired data around the area Chapter 4, page 123, column 1, line 1 maximum zone maximum radius of the zone Chapter 4, page 125, column 2, 2nd paragraph, 2nd last line Poole and Lecerf (2006; Poole et al. (2009; Chapter 4, page 133, column 2, last paragraph, 2nd line influence of parameters such as depth influence of other field parameters, such as depth Chapter 4, page 135-138, captions (b) full fold (b) fold Chapter 5, page 144, column 2, last paragraph (I use (Here, I use Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 4

Chapter 5, page 149, column 1, second last paragraph (Hobson (Figure 3.25; Hobson Chapter 5, page 160, column 2, 2nd last line before 5.3.8 OBS survey OBN survey Chapter 5, page 167, column 1, Note 1 Isometrix TM IsoMetrix TM Chapter 5, page 170, column 2, 2nd paragraph, line 3 changing its direction changing direction Chapter 5, page 172, column 1, 4th last line before 5.3.15 OBS or nodes OBN Chapter 5, page 183, column 2, line 4 in WATS geometry in areal WATS geometry Chapter 5, page 183, column 2, lines 8 and 10 spiderweb spider Chapter 5, page 183, Caption Fig. 5.45 Spiderweb Spider Chapter 5, page 188, column 1, line 1 with WATS geometries with wide-azimuth geometries Chapter 5, page 188, column 1, 3rd paragraph, line 6 although alternative. whereas WATS acquisition suffers from many compromises and from feathering. Chapter 5, page 193, column 2, line 5 This method cables. Outside the fullfold area of the geometry, this method provides at least an azimuth range of 90 in the four corners of the receiver area and an azimuth range of at least 180 elsewhere inside the receiver area. Chapter 5, page 193, column 2, line 15 5.55b because 5.55b inside the receiver area except in the four corners of that area, see above, because Chapter 5, page 199, column 2, 2nd last line (Kragh (Ronen et al., 1999; Kragh Chapter 6, page 220, column 1, line 13 Moreover, the spatial continuities Moreover, the spatial discontinuities Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 5

Chapter 6, page 222, column 2, line 7 image, fold image, image fold Chapter 6, page 227, column 2, line 9 hybrid gather hybrid geometry Chapter 7, page 230, column 1, line 3 ground roll. ground-roll cone. Chapter 8, page 248, column 1, last sentence before 8.2 Finally, fold. Section 8.3 also deals with the link between sampling and resolution, including bin fractionation, and the influence of fold. This chapter ends with discussion and conclusions. Chapter 8, page 250, column 2, 2nd line below (8.7c) 1980 1981 Chapter 8, page 258, caption fig. 8.16, line 7 Chapter 9, page 266, Section 9.2.4, 2nd paragraph, line 2 all 3D properly all properly Chapter 10, page 279, equation 10.2 1 in right-hand side should be l Chapter 10, page 281, column 2, 2nd paragraph, line 10 Figure 2.26 Figure 2.27. Chapter 10, page 281, column 2, last line 2.5.2 2.5.3 Chapter 10, page 290, Fig. 10.22 caption Illumination and imaging Imaging Appendix E, page 307, ISS Instantaneous Independent Appendix E, page 310, column 2, line 2 downgoing wavelet primary wavelet References, page 316, column 2, Dürschner, 2001 Grabner Graebner. References, page 318, column 1, line 3 61-67 no. 2, 61-67 Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 6

References, page 318, column 2, add Hatchell, P. J., and P. B. Wills, 2007, Time-lapse multiple removal technique to improve 4D interpretation in the gas cloud region at Valhall: 69th Conference & Exhibition, EAGE, Extended Abstracts, H018. References, page 323, column 1, line 9, 87, no. 2, 87 References, page 326, column 2, insert after line 3 Ronen, S., R. van Waard, and J. Keggin, 1999, Repeatability of sea bed multi component data: 69th Annual International Meeting, SEG, Expanded Abstracts, 1695-1698. Index, page 339 spiderweb diagrams spider diagrams Index, page 339 spiderweb geometry, and salt-dome delineation, 95 spiderweb geometry, 18, 95 Errata to 3D Seismic Survey Design, second edition, by Gijs J. O. Vermeer, SEG Geophysical References Series No. 12 page 7