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The International Journal Of Engineering And Science (IJES)
|| Volume || 3 || Issue || 6 || Pages || 59-67 || 2014 ||
ISSN (e): 2319 – 1813 ISSN (p): 2319 – 1805
www.theijes.com The IJES Page 59
Structure and Displacement Characteristics of the Brage Fault,
Northern North Sea Sedimentary Basin
Adiotomre E. E.
Department of Geology, Delta State University P.M.B. 1, Abraka, Delta State, Nigeria
--------------------------------------------------------ABSTRACT--------------------------------------------------
3-D seismic analysis of the Brage fault zone reveals it is over 21 km is strike length and has a maximum
displacement of about 610 ms TWTT. The along strike trace of the Brage fault is characterized by four
geometric fault segments identified as A, B, C, and D. Geometrical distribution, structural and displacement
characteristics were use in delineating the fault segments along the fault trace. Geometric fault segments A and
B are northern segments; segment C is a middle segment, and segment D is a southern segment. Geometric fault
segment A occurs with a strike length of about 6 km from its northern tip and with a maximum displacement of
610 ms TWTT. Geometric fault segment B is about 4 km in strike length from its northern tip and with has a
maximum displacement of 440 ms TWTT. Geometric fault segment C is about 5 km in strike length, and has
maximum horizon offset of 330 ms TWTT. Geometric fault segment D has a length of about 7 km from its
southern tip, and with a maximum displacement of 480 ms TWTT. Minima displacement and abrupt changes in
fault strike marks the boundaries of the fault segments. Consequently, jog structures characterize the along
strike traces of the Brage fault. A prominent structural feature associated with the southern and northern
domains of the Brage fault is the Brage Horst that formed in the intervening blocks between the Brage fault and
opposite dipping faults. The Horst structure tapers from its southern part where it is about 2.4 km wide to its
northern region where it is about 300 m in width. The interaction between the geometric segments controls the
present day structural geometry of the Brage fault.
KEYWORDS : Brage fault, displacement, geometric fault segments, geoframe, horst structure, northern North
Sea.
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Date of Submission: 10 June 2014 Date of Publication: 10 July 2014
--------------------------------------------------------------------------------------------------------------------------------------
I. INTRODUCTION
The analysis of the structural geometry and displacement characteristics of fault zones is an important
aspect of basin analysis probably because faults affect the geometry of structural closures of hydrocarbon units
in sedimentary basins worldwide. Furthermore, faults may also ease or impede hydrocarbon migration in these
basins. This is because the 3-D structural geometry of fault zones and the interaction between neighbouring
faults, and the displacement variations along the fault zone impact the architecture of adjacent beds [1]. Previous
studies on the pattern of displacement on fault surfaces suggests that displacement is greatest at the centre of the
fault and diminishes to zero towards the fault tips, and that displacement distribution on a fault surface is in
three dimensions [2, 3, 4, 5, 1, 6, 7]. Although this is what obtains for many faults, there are records of faults
that deviate from this situation due to variations in lithology, differences in mechanical properties of rock units
that relates to variations in seismic velocities [1].
The greatest displacement (D) on a fault scales with its largest strike length (L) in a way that D= cLn
,
where c is a constant that relates to the properties of the rock type, and n vary between 1 and 2 [2, 4, 8, 9, 10, 11,
12]. In segmented discontinuous fault zones, displacement scales with the length of the entire fault zone in a
way similar to that of a single segment. Also D-L profiles of the faults assume an asymmetric pattern
characterized by steep slopes. These characteristics results from the mechanical interaction that occurs between
each segment composing the fault zone before linkage. Another explanation is that the segmented fault zone
behaves as a single fault with similar length as the segments array [13, 11, 12, 6, 14]. The Brage fault developed
in the northern North Sea to the east of the Viking Graben, where it occurred with neighbouring faults such as
Statfjord East fault and Oseberg fault on the west and east of the Viking Graben (Fig. 1) [15]. Whereas large
amounts of useful data is available for the Statfjord East and Oseberg faults, scanty information is available on
the structural geometry and displacement attributes of the Brage fault. Since the knowledge of the structural
geometry and displacement characteristics of faults is of paramount importance in hydrocarbon play analysis,
Structure and Displacement Characteristics...
www.theijes.com The IJES Page 60
it is the purpose of the present study to unravel the structural attributes of the Brage fault to improve
hydrocarbon exploration and production activities in the Brage area.
Figure 1: Map of the northern North Sea showing main structural elements and location of the study area [15].
II. MATERIALS AND METHODS
The northern North Sea 3-D seismic data set was use in the study of the Brage fault. The Schlumberger
Geoframe software (version 3.8.1) was use to conduct the fault analysis in the Basin and Stratigraphic
Laboratory of the University of Manchester, United Kingdom. Displacement, trace lengths, and positions of
offset marker horizons in cross sections were measured along the trace of the Brage fault in two-way-travel-time
(TWTT) of seismic waves. With the aid of offset marker horizons, displacement distribution profiles were
generated for the Brage fault. The method used to compute displacement gradients (i.e. the change in
displacement with respect to distance along the Brage fault) is similar to the method of [16] and [17].
III. NORTHERN NORTH SEA SEDIMENTARY BASIN
The Sedimentary Basin of the northern North Sea is a fault bounded extended crust that is N-S trending
and 170-200 km in width. Its eastern limit is bound by the mainland of western Norway while its westerly
margin is bound by East Shetland Platform [15]. Within the sedimentary basin, there are large normal faults
which evolved during the Permo-Triassic extension and later reactivated by further rifting in the Jurassic. The
faults show different trend directions that include a north-south, north-east, and north-west trend [18, 19, 20, 21,
Structure and Displacement Characteristics...
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22]. The Viking and Sogn Grabens that occur as a system of discrete rift segments represent the Jurassic rift in
the northern part of the Northern North Sea [15]. The tectono-stratigraphy evolution of the northern North
Sea Sedimentary Basin consist of three phases with reference to the period of initiation of rifting and these
include pre-rift, synrift and post-rift phases (Fig. 2) [23, 15]. The synrift chronostratigraphic interval is the focus
of the present study since it represents the phase when the significant extensional activity occurred in the
northern North Sea. [23] and [15] offer comprehensive information on the stratigraphy of the northern North
Sea.
Figure 2: Stratigraphy of the North Sea showing the studied synrift interval [23].
IV. RESULTS AND DISCUSSION
Seismic Stratigraphy
Five regionally significant surfaces were mapped based on reflection character and terminations, and
these include a top Brent unit (top pre-rift), top lower Heather unit, top upper Heather unit, top lower Draupne
unit and top upper Draupne unit (top synrift) (Figs. 3). A high-amplitude reflection that is continuous throughout
the seismic section characterizes the top Brent seismic unit. This reflection is a marked seismic onlap surface
observed at 2450 ms TWTT and separates the high amplitude, sub parallel reflections of the pre-rift from the
more complex seismic wedge packages of the synrift. It is therefore assumed as the top pre-rift in the study area
(Fig. 3). Seismic reflection of moderate-high amplitude and excellent continuity characterize the top lower
Heather unit. This reflection is the first prominent onlap on the top Brent observed at 2450 ms TWTT (Fig. 3),
and this represents the boundary between the Brent Group and the overlying Viking or Humber Group.
Moderate amplitude reflections that characterize the top Upper Heather seismic unit are poorly continuous. In
the hanging-wall of the Brage East fault, the top lower Heather unit, locally onlaps the top Brent unit at 2150 ms
TWTT (Fig. 3). The top lower Draupne is a low to moderate-amplitude reflection with excellent continuity. It
locally truncates strong synrift reflections in the hanging-wall of the Brage East fault at 2050 ms TWTT (Fig. 3).
The top of the synrift mapped as top upper Draupne is the base Cretaceous in the Brage area and is a high-
amplitude reflection that is excellently continuous throughout the seismic section (Fig. 3). The strong reflection
is as a result of the sharp impedance contrast between the carbonates in the lower part of the postrift
Cromerknoll Group and the underlying synrift Draupne Formation [24].
Structure and Displacement Characteristics...
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Figure 3: Cross section of interpreted seismic inline showing mapped stratigraphic horizons.
Structure of the Brage Fault Zone :The structure of the Brage fault is best illustrated by the top Brent horizon
which separates units that show no thickness variation with respect to the synrift stratigraphic interval from
those which diverge and thicken into the hanging-wall of the Brage fault zone. As a result, the top Brent horizon
mark the beginning of significant activity in the Brage fault zone and provides information on the displacement
that accumulates on the fault zone. The Brage fault is a north-south trending, west dipping fault that has a total
length of about 21 km based on its trace on the top Brent horizon and it’s comprised of 4 geometric segments
that range between 4 and 7 km in strike lengths (Fig. 4). The fault segments (A, B, C and D) occur in three
domains based on their geometric distribution along the Brage fault trace (Fig. 4). Geometric segments A and B
are northern domain fault segments that are N-S and NW-SE trending. Geometric segment C is a middle domain
fault segment that trends parallel to segment A, whereas segment D, a southern domain segment of the fault
trace trends NNW-SSE (Fig. 4). The boundary of segments A and B is mark with a distinct jog where a change
in fault strike from N-S to NW-SE occurred at about 6 km from the northern tip of the Brage fault trace (Fig. 4).
A similar jog structure is also developed at the boundary of segments C and D that is mark by a slight change in
fault strike from NW-SE to NNW-SSE (Fig. 4).
Eastwards of the southern domain of the Brage fault is a N-S trending fault, the Brage East fault. This
fault is opposite dipping to the Brage fault and intersects its footwall to form a Horst structure (Figs. 4, 5 and 6).
The Horst structure tapers from south to north; in the south where it is wider, measured width is up to 2.4 km on
the top Brent horizon. The measured width of the northern part of the horst structure is about 360 m (Figs. 4, 5
and 6). A relatively smaller Horst structure (measured width is less than 0.3 km) is also developed in the
northern domain of the Brage fault where geometric segment A occurs and it relates to a N-S trending fault
which dips similar to the Brage East fault (Figs. 4, 5 and 6). The variation in the dimensions of the northern and
southern Brage Horst structures may have resulted from a variation in the deformation that localized on the
different domains of the Brage fault [e.g. 25, 26]. It is probable that in the northern domain, deformation
localized early on the Brage fault as compared with the southern domain where deformation probably localizes
late as the fault system evolved resulting in greater uplift of the footwall.
Structure and Displacement Characteristics...
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Figure 4: 3-D view of the Brage fault zone showing geometric fault segments (A, B, C, and D), Brage horst,
depocentres and intrabasin highs. Note the wider southern part of the Brage horst structure. Seismic inline
shows top Brent horizon in relation to the top upper Draupne (base Cretaceous) reflection. Bh=Boreholes drilled
into footwall, hanging-wall and Brage horst.
Figure 5: 3-D view of the top Brent horizon offset by the Brage fault. Seismic inline shows the top Brent in
relation to top upper Draupne horizon.
Structure and Displacement Characteristics...
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Figure 6: 3-D view of the top lower Draupne horizon offset by the Brage fault. A, B, C, D = geometric fault
segments; Bh = boreholes drilled into footwall, hanging-wall and Brage horst; X = position of no offset of top
lower Draupne horizon.
Fault Displacement Characteristics: The fault displacement (D) to distance (d) profiles generated for the top
Brent and top lower Draupne seismic horizons illustrate a complex pattern with multiple displacement minima
separated by local displacement maxima along the strike length of the fault (Figs. 7 and 8). A distance that
varies from 1.5 to 4.2 km separates successive displacement maxima on the D-d profile generated for the top
Brent seismic horizon while a distance, which varies between 2.0 and 3.2 km, separates successive displacement
minima (Fig. 7). On the D-d profile generated for the top lower Draupne seismic horizon, successive
displacement maxima occur at a distance that varies from 1.3 to 4.3 km, while a distance separates successive
displacement minima that ranges between 2.2 and 4.7 km (Fig. 7). The D-d profiles when correlated with the
fault trace in map view, illustrates areas where displacement minima coincide with locations of significant
changes in fault strike (Figs. 6 and 7). These areas discriminate the four geometric segments illustrated in the
map view as A, B, C, and D, and relate to different regions on the D-d profiles separated by displacement
minima. A local displacement minimum is commonly associated with linked fault segments and occurs at the
segment linkage site that is usually between two displacement maxima [27, 28, 11, 12, 17].
Based on the top Brent displacement-distance profile, the greatest displacement associated with the
four geometric segments is: segment A (610 ms TWTT), segment B (440 ms TWTT), segment C (330 ms
TWTT), segment D (480 ms TWTT). On the other hand, the D-d profile generated for the top lower Draupne
shows that the greatest displacement for the geometric segments is: segment A (130 ms TWTT), segment B (70
ms TWTT), segment C (60 ms TWTT), segment D (100 ms TWTT). The greatest displacement (610 ms TWTT)
associated with the top Brent seismic horizon occurred at 2600 km distance from the northern edge of the Brage
fault trace while the greatest displacement (130 ms TWTT) related to the top lower Draupne horizon occurred
at 837 m distance from the northern edge of the Brage fault trace (Figs. 6 and 7). An added characteristic of the
D-d profiles obtained for the Brage fault is that areas of displacement high occur to the north and south of the
profiles with intervening areas of relatively low displacement (100-480 ms TWTT) for both the top Brent and
top lower Draupne horizons. In high displacement areas to the north and south of the Brage fault trace, two
neighbouring N-S trending faults occur and intersect the footwall of the Brage fault (Fig. 6). One of these faults
is Brage East fault, the trace of the second fault that developed in the northern domain is not clearly visualized
in 3-D. The high displacement area that occurred to the north and south of the Brage fault D-d profiles is as a
result of the positive stress feedback between ruptures on the Brage fault and aforementioned faults [e.g. 29].
Structure and Displacement Characteristics...
www.theijes.com The IJES Page 65
Figure 7: Brage fault trace related to the displacement-distance profile for the top Brent horizon. A, B, C, D =
geometric fault segments; Bh = boreholes drilled into footwall, and hanging wall and Brage horst.
Figure 8: Brage fault trace related to the displacement-distance profile for the top lower Draupne horizon. A, B,
C, D = geometric fault segments; Bh = Boreholes drilled into drilled into footwall, hanging wall and Brage
horst.
V. CONCLUSION
The analysis of 3-D seismic data set from the northern North Sea Sedimentary Basin illustrates that the
Brage fault consists of four geometric segments A, B, C, and D that occur in different domains along the Brage
fault trace. These segments are of variable length and displacement attributes and have boundaries marked by
displacement minimum that occurs between displacement maxima. The displacement pattern that characterized
Structure and Displacement Characteristics...
www.theijes.com The IJES Page 66
the D-d profiles generated for the top Brent and top lower Draupne horizons reveals high displacement in both
north and south of the profiles with intervening regions where displacement is relatively lower. The enhanced
displacement in these areas results from the positive stress feedback between the Brage fault and neighbouring
faults in the northern and southern domain of the Brage fault trace. The Brage Horst structure in the southern
domain is prominent and of larger dimension than the Horst structure in the northern domain probably due to
variation in deformation and the time it localized from the neighbouring faults on the Brage fault.The interaction
between the geometric fault segments and the associated along strike variations in displacement are important
factors controlling the present day structural geometry of the Brage fault zone.
II. ACKNOWLEDGEMENT
The author appreciates the Schlumberger Incorporation for providing the software used in the seismic
data interpretation and visualization.
REFERENCES
[1] D.T. Needham, G. Yielding, and B. Freeman, Analysis of fault geometry and displacement patterns, Geological Society,
London, Special Publications, 99, 1996, 189-199.
[2] J. Watterson, Fault dimensions displacements and growth, Pure & Applied Geophysics, 124, 1986, 363-365.
[3] J.A.M. Barnett, J. Mortimer, J.H. Rippon, J.J. Walsh, and J. Watterson, Displacement geometry in the volume containing a single
normal fault, American Association of Petroleum Geologists Bulletin, 71, 1987, 925-937.
[4] J.J. Walsh, and J. Watterson, Analysis of the relationship between displacement and dimensions of faults, Journal of
Structural Geology, 10, 1988, 239-247.
[5] C. Childs, J. Watterson, and J.J. Walsh, Fault overlap between faults, it is as yet poorly constrained in terms zones within
developing normal fault systems, Journal Geological Society of London, 152, 1995, 535-549.
[6] E.J.M. Willemse, D.D. Pollard, and A. Aydin, Three-dimensional analyses of slip distributions on normal fault arrays with
consequences for fault scaling, Journal of Structural Geology, 18, 1996, 295-309.
[7] R.A. Schultz, and H. Fossen, Displacement-length scaling in three dimensions: The importance of aspect ratio and application
to deformation bands, Journal of Structural Geology, 24, 2002, 1389-1411.
[8] R. Marrett, and R.W. Almendinger, Estimates of strain due to brittle faulting: sampling of fault populations, Journal of
Structural Geology, 13, 1991, 735-738.
[9] P.A. Cowie, and C.H. Scholz, Physical explanation for the displacement-length relationship of faults using a post-yield
fracture mechanics model, Journal of Structural Geology, 14, 1992, 1133-1148.
[10] N.H. Dawers, M.H. Anders and C.H. Scholz, Growth of normal faults: Displacement-length scaling, Geology, 21, 1993, 1107-
1110.
[11] J.A. Cartwright, B.D. Trudgill, and C.S. Mansfield, Fault growth by segment linkage: an explanation for scatter in maximum
displacement and trace length data from the Canyonlands Graben of S. E. Utah, Journal of Structural Geology, 17,
1995, 1319- 1326.
[12] N.H. Dawers, and M.H. Anders, Displacement-length scaling and fault linkage, Journal of Structural Geology, 17, 1995, 607-
614.
[13] D.C.P Peacock, and D.J. Sanderson, Geometry and development of relay ramps in normal fault systems, America Association of
Petroleum Geology Bulletin, 78, 1994, 147-165.
[14] J.J. Walsh, A. Nicol, and C. Childs, An alternative model for the growth of faults, Journal of Structural Geology, 24, 2003, 1669-
1675.
[15] R.B. Faerseth, Interaction of Permo-Triassic and Jurassic extenstional fault-blocks during the development of the northern North
Sea, Journal Geological Society of London, 153, 1996, 931-944.
[16] J.A. Cartwright, and C.S. Mansfield, Lateral displacement variations and lateral tip geometry of normal faults inthe
Canyonlands National Park, Utah, Journal of Structural Geology, 20, 1998, 3-19.
[17] S.J. Wilkins, and M.R. Gross, Normal fault growth in layered rocks at Split Mountain, Utah: influence of mechanical
stratigraphy on dip linkage, fault restriction and fault scaling, Journal of Structural Geology, 24, 2002, 1413-1429.
[18] R.J. Steeel, and A. Ryseth, The Triassic-early Jurassic succession in the northern North Sea: Megasequence stratigraphy and
intra-Triassic tectonics, in R.P.F. Hardman and J. Brooks (Ed.), Tectonic Events Responsible for Britain’s Oil and Gas
Reserves, Geological Society of London Special Publication, 55, 1990, 139-168.
[19] G. Yielding, Footwall uplift associated with Late Jurassic normal faulting in the northern North Sea, Journal Geological
Society of London, 147, 1990, 219-222.
[20] A.M. Roberts, G. Yielding, N.J. Kusznir, I.M. Walker, and D. DornLopez, Mesozoic extension in the North Sea: constraints
from flexural backstripping, forward modelling and fault populations, Proc. 4th Conf. on Petroleum Geology of
Northwest Europe,Geological Society of London, 1993, 1123-1136.
[21] R.J. Steel, Triassic – Jurassic megasequence stratigraphy in the Northern North Sea: Rift to post-rift evolution, Proc. 4th Conf.
on Petroleum Geology of Northwest Europe, Geological Society of London, 1993, 299-315.
[22] A.M. Roberts, G. Yielding, N.J. Kusznir, I.M. Walker, and D. DornLopez, Quantitative analysis of Triassic extension in the
northern Viking Graben, Journal Geological Society of London, 152, 1995, 15-26.
[23] N. Dahl, and T. Solli, The structural evolution of the Snorre field and surrounding areas, Proc. 4th Conf. on Petroleum
Geology of North-west Europe, Geological Society, London, 1993, 1159-1166.
[24] S.J. Davies, N.H. Dawers, A.E. McLeod, and J.R. Underhill, The structural and sedimentological evolution of early synrift
successions: the Middle Jurassic Tarbert Formation, North Sea, Basin Research, 12, 2000, 343- 365.
[25] R.L. Gawthorpe, and M.R. Leeder, Tectono – sedimentary evolution of active extensional basins. Basin Research, 12,
2000, 195-218.
[26] R.L. Gawthorpe, C.A.L. Jackson, M.J. Young, I.R. Sharp, A.R. Moustafa, and C.W. Leppard, Normal fault growth,
displacement localisation and the evolution of normal fault populations: the Hammam Faraun fault block, Suez rift,
Egypt, Journal of Structural Geology, 25, 2003, 883-895.
Structure and Displacement Characteristics...
www.theijes.com The IJES Page 67
[27] D.C.P. Peacock, and D.J. Sanderson, Displacements, segment linkage and relay ramps in normal faults zones, Journal of
Structural Geology, 13, 1991, 721-733.
[28] B.D. Trudgill, and J.A. Cartwright, Relay ramp forms and normal fault linkages-Canyonlands National Park, Utah, Bulletin
Geological Society of America, 106, 1994, 1143-1157.
[29] P.A. Cowie, S. Gupta, and N.H. Dawers, Implications of fault array evolution for synrift depocentre development: insights from
a numerical fault growth model. Basin Research, 12, 2000, 241-261.

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I0366059067

  • 1. The International Journal Of Engineering And Science (IJES) || Volume || 3 || Issue || 6 || Pages || 59-67 || 2014 || ISSN (e): 2319 – 1813 ISSN (p): 2319 – 1805 www.theijes.com The IJES Page 59 Structure and Displacement Characteristics of the Brage Fault, Northern North Sea Sedimentary Basin Adiotomre E. E. Department of Geology, Delta State University P.M.B. 1, Abraka, Delta State, Nigeria --------------------------------------------------------ABSTRACT-------------------------------------------------- 3-D seismic analysis of the Brage fault zone reveals it is over 21 km is strike length and has a maximum displacement of about 610 ms TWTT. The along strike trace of the Brage fault is characterized by four geometric fault segments identified as A, B, C, and D. Geometrical distribution, structural and displacement characteristics were use in delineating the fault segments along the fault trace. Geometric fault segments A and B are northern segments; segment C is a middle segment, and segment D is a southern segment. Geometric fault segment A occurs with a strike length of about 6 km from its northern tip and with a maximum displacement of 610 ms TWTT. Geometric fault segment B is about 4 km in strike length from its northern tip and with has a maximum displacement of 440 ms TWTT. Geometric fault segment C is about 5 km in strike length, and has maximum horizon offset of 330 ms TWTT. Geometric fault segment D has a length of about 7 km from its southern tip, and with a maximum displacement of 480 ms TWTT. Minima displacement and abrupt changes in fault strike marks the boundaries of the fault segments. Consequently, jog structures characterize the along strike traces of the Brage fault. A prominent structural feature associated with the southern and northern domains of the Brage fault is the Brage Horst that formed in the intervening blocks between the Brage fault and opposite dipping faults. The Horst structure tapers from its southern part where it is about 2.4 km wide to its northern region where it is about 300 m in width. The interaction between the geometric segments controls the present day structural geometry of the Brage fault. KEYWORDS : Brage fault, displacement, geometric fault segments, geoframe, horst structure, northern North Sea. --------------------------------------------------------------------------------------------------------------------------------------- Date of Submission: 10 June 2014 Date of Publication: 10 July 2014 -------------------------------------------------------------------------------------------------------------------------------------- I. INTRODUCTION The analysis of the structural geometry and displacement characteristics of fault zones is an important aspect of basin analysis probably because faults affect the geometry of structural closures of hydrocarbon units in sedimentary basins worldwide. Furthermore, faults may also ease or impede hydrocarbon migration in these basins. This is because the 3-D structural geometry of fault zones and the interaction between neighbouring faults, and the displacement variations along the fault zone impact the architecture of adjacent beds [1]. Previous studies on the pattern of displacement on fault surfaces suggests that displacement is greatest at the centre of the fault and diminishes to zero towards the fault tips, and that displacement distribution on a fault surface is in three dimensions [2, 3, 4, 5, 1, 6, 7]. Although this is what obtains for many faults, there are records of faults that deviate from this situation due to variations in lithology, differences in mechanical properties of rock units that relates to variations in seismic velocities [1]. The greatest displacement (D) on a fault scales with its largest strike length (L) in a way that D= cLn , where c is a constant that relates to the properties of the rock type, and n vary between 1 and 2 [2, 4, 8, 9, 10, 11, 12]. In segmented discontinuous fault zones, displacement scales with the length of the entire fault zone in a way similar to that of a single segment. Also D-L profiles of the faults assume an asymmetric pattern characterized by steep slopes. These characteristics results from the mechanical interaction that occurs between each segment composing the fault zone before linkage. Another explanation is that the segmented fault zone behaves as a single fault with similar length as the segments array [13, 11, 12, 6, 14]. The Brage fault developed in the northern North Sea to the east of the Viking Graben, where it occurred with neighbouring faults such as Statfjord East fault and Oseberg fault on the west and east of the Viking Graben (Fig. 1) [15]. Whereas large amounts of useful data is available for the Statfjord East and Oseberg faults, scanty information is available on the structural geometry and displacement attributes of the Brage fault. Since the knowledge of the structural geometry and displacement characteristics of faults is of paramount importance in hydrocarbon play analysis,
  • 2. Structure and Displacement Characteristics... www.theijes.com The IJES Page 60 it is the purpose of the present study to unravel the structural attributes of the Brage fault to improve hydrocarbon exploration and production activities in the Brage area. Figure 1: Map of the northern North Sea showing main structural elements and location of the study area [15]. II. MATERIALS AND METHODS The northern North Sea 3-D seismic data set was use in the study of the Brage fault. The Schlumberger Geoframe software (version 3.8.1) was use to conduct the fault analysis in the Basin and Stratigraphic Laboratory of the University of Manchester, United Kingdom. Displacement, trace lengths, and positions of offset marker horizons in cross sections were measured along the trace of the Brage fault in two-way-travel-time (TWTT) of seismic waves. With the aid of offset marker horizons, displacement distribution profiles were generated for the Brage fault. The method used to compute displacement gradients (i.e. the change in displacement with respect to distance along the Brage fault) is similar to the method of [16] and [17]. III. NORTHERN NORTH SEA SEDIMENTARY BASIN The Sedimentary Basin of the northern North Sea is a fault bounded extended crust that is N-S trending and 170-200 km in width. Its eastern limit is bound by the mainland of western Norway while its westerly margin is bound by East Shetland Platform [15]. Within the sedimentary basin, there are large normal faults which evolved during the Permo-Triassic extension and later reactivated by further rifting in the Jurassic. The faults show different trend directions that include a north-south, north-east, and north-west trend [18, 19, 20, 21,
  • 3. Structure and Displacement Characteristics... www.theijes.com The IJES Page 61 22]. The Viking and Sogn Grabens that occur as a system of discrete rift segments represent the Jurassic rift in the northern part of the Northern North Sea [15]. The tectono-stratigraphy evolution of the northern North Sea Sedimentary Basin consist of three phases with reference to the period of initiation of rifting and these include pre-rift, synrift and post-rift phases (Fig. 2) [23, 15]. The synrift chronostratigraphic interval is the focus of the present study since it represents the phase when the significant extensional activity occurred in the northern North Sea. [23] and [15] offer comprehensive information on the stratigraphy of the northern North Sea. Figure 2: Stratigraphy of the North Sea showing the studied synrift interval [23]. IV. RESULTS AND DISCUSSION Seismic Stratigraphy Five regionally significant surfaces were mapped based on reflection character and terminations, and these include a top Brent unit (top pre-rift), top lower Heather unit, top upper Heather unit, top lower Draupne unit and top upper Draupne unit (top synrift) (Figs. 3). A high-amplitude reflection that is continuous throughout the seismic section characterizes the top Brent seismic unit. This reflection is a marked seismic onlap surface observed at 2450 ms TWTT and separates the high amplitude, sub parallel reflections of the pre-rift from the more complex seismic wedge packages of the synrift. It is therefore assumed as the top pre-rift in the study area (Fig. 3). Seismic reflection of moderate-high amplitude and excellent continuity characterize the top lower Heather unit. This reflection is the first prominent onlap on the top Brent observed at 2450 ms TWTT (Fig. 3), and this represents the boundary between the Brent Group and the overlying Viking or Humber Group. Moderate amplitude reflections that characterize the top Upper Heather seismic unit are poorly continuous. In the hanging-wall of the Brage East fault, the top lower Heather unit, locally onlaps the top Brent unit at 2150 ms TWTT (Fig. 3). The top lower Draupne is a low to moderate-amplitude reflection with excellent continuity. It locally truncates strong synrift reflections in the hanging-wall of the Brage East fault at 2050 ms TWTT (Fig. 3). The top of the synrift mapped as top upper Draupne is the base Cretaceous in the Brage area and is a high- amplitude reflection that is excellently continuous throughout the seismic section (Fig. 3). The strong reflection is as a result of the sharp impedance contrast between the carbonates in the lower part of the postrift Cromerknoll Group and the underlying synrift Draupne Formation [24].
  • 4. Structure and Displacement Characteristics... www.theijes.com The IJES Page 62 Figure 3: Cross section of interpreted seismic inline showing mapped stratigraphic horizons. Structure of the Brage Fault Zone :The structure of the Brage fault is best illustrated by the top Brent horizon which separates units that show no thickness variation with respect to the synrift stratigraphic interval from those which diverge and thicken into the hanging-wall of the Brage fault zone. As a result, the top Brent horizon mark the beginning of significant activity in the Brage fault zone and provides information on the displacement that accumulates on the fault zone. The Brage fault is a north-south trending, west dipping fault that has a total length of about 21 km based on its trace on the top Brent horizon and it’s comprised of 4 geometric segments that range between 4 and 7 km in strike lengths (Fig. 4). The fault segments (A, B, C and D) occur in three domains based on their geometric distribution along the Brage fault trace (Fig. 4). Geometric segments A and B are northern domain fault segments that are N-S and NW-SE trending. Geometric segment C is a middle domain fault segment that trends parallel to segment A, whereas segment D, a southern domain segment of the fault trace trends NNW-SSE (Fig. 4). The boundary of segments A and B is mark with a distinct jog where a change in fault strike from N-S to NW-SE occurred at about 6 km from the northern tip of the Brage fault trace (Fig. 4). A similar jog structure is also developed at the boundary of segments C and D that is mark by a slight change in fault strike from NW-SE to NNW-SSE (Fig. 4). Eastwards of the southern domain of the Brage fault is a N-S trending fault, the Brage East fault. This fault is opposite dipping to the Brage fault and intersects its footwall to form a Horst structure (Figs. 4, 5 and 6). The Horst structure tapers from south to north; in the south where it is wider, measured width is up to 2.4 km on the top Brent horizon. The measured width of the northern part of the horst structure is about 360 m (Figs. 4, 5 and 6). A relatively smaller Horst structure (measured width is less than 0.3 km) is also developed in the northern domain of the Brage fault where geometric segment A occurs and it relates to a N-S trending fault which dips similar to the Brage East fault (Figs. 4, 5 and 6). The variation in the dimensions of the northern and southern Brage Horst structures may have resulted from a variation in the deformation that localized on the different domains of the Brage fault [e.g. 25, 26]. It is probable that in the northern domain, deformation localized early on the Brage fault as compared with the southern domain where deformation probably localizes late as the fault system evolved resulting in greater uplift of the footwall.
  • 5. Structure and Displacement Characteristics... www.theijes.com The IJES Page 63 Figure 4: 3-D view of the Brage fault zone showing geometric fault segments (A, B, C, and D), Brage horst, depocentres and intrabasin highs. Note the wider southern part of the Brage horst structure. Seismic inline shows top Brent horizon in relation to the top upper Draupne (base Cretaceous) reflection. Bh=Boreholes drilled into footwall, hanging-wall and Brage horst. Figure 5: 3-D view of the top Brent horizon offset by the Brage fault. Seismic inline shows the top Brent in relation to top upper Draupne horizon.
  • 6. Structure and Displacement Characteristics... www.theijes.com The IJES Page 64 Figure 6: 3-D view of the top lower Draupne horizon offset by the Brage fault. A, B, C, D = geometric fault segments; Bh = boreholes drilled into footwall, hanging-wall and Brage horst; X = position of no offset of top lower Draupne horizon. Fault Displacement Characteristics: The fault displacement (D) to distance (d) profiles generated for the top Brent and top lower Draupne seismic horizons illustrate a complex pattern with multiple displacement minima separated by local displacement maxima along the strike length of the fault (Figs. 7 and 8). A distance that varies from 1.5 to 4.2 km separates successive displacement maxima on the D-d profile generated for the top Brent seismic horizon while a distance, which varies between 2.0 and 3.2 km, separates successive displacement minima (Fig. 7). On the D-d profile generated for the top lower Draupne seismic horizon, successive displacement maxima occur at a distance that varies from 1.3 to 4.3 km, while a distance separates successive displacement minima that ranges between 2.2 and 4.7 km (Fig. 7). The D-d profiles when correlated with the fault trace in map view, illustrates areas where displacement minima coincide with locations of significant changes in fault strike (Figs. 6 and 7). These areas discriminate the four geometric segments illustrated in the map view as A, B, C, and D, and relate to different regions on the D-d profiles separated by displacement minima. A local displacement minimum is commonly associated with linked fault segments and occurs at the segment linkage site that is usually between two displacement maxima [27, 28, 11, 12, 17]. Based on the top Brent displacement-distance profile, the greatest displacement associated with the four geometric segments is: segment A (610 ms TWTT), segment B (440 ms TWTT), segment C (330 ms TWTT), segment D (480 ms TWTT). On the other hand, the D-d profile generated for the top lower Draupne shows that the greatest displacement for the geometric segments is: segment A (130 ms TWTT), segment B (70 ms TWTT), segment C (60 ms TWTT), segment D (100 ms TWTT). The greatest displacement (610 ms TWTT) associated with the top Brent seismic horizon occurred at 2600 km distance from the northern edge of the Brage fault trace while the greatest displacement (130 ms TWTT) related to the top lower Draupne horizon occurred at 837 m distance from the northern edge of the Brage fault trace (Figs. 6 and 7). An added characteristic of the D-d profiles obtained for the Brage fault is that areas of displacement high occur to the north and south of the profiles with intervening areas of relatively low displacement (100-480 ms TWTT) for both the top Brent and top lower Draupne horizons. In high displacement areas to the north and south of the Brage fault trace, two neighbouring N-S trending faults occur and intersect the footwall of the Brage fault (Fig. 6). One of these faults is Brage East fault, the trace of the second fault that developed in the northern domain is not clearly visualized in 3-D. The high displacement area that occurred to the north and south of the Brage fault D-d profiles is as a result of the positive stress feedback between ruptures on the Brage fault and aforementioned faults [e.g. 29].
  • 7. Structure and Displacement Characteristics... www.theijes.com The IJES Page 65 Figure 7: Brage fault trace related to the displacement-distance profile for the top Brent horizon. A, B, C, D = geometric fault segments; Bh = boreholes drilled into footwall, and hanging wall and Brage horst. Figure 8: Brage fault trace related to the displacement-distance profile for the top lower Draupne horizon. A, B, C, D = geometric fault segments; Bh = Boreholes drilled into drilled into footwall, hanging wall and Brage horst. V. CONCLUSION The analysis of 3-D seismic data set from the northern North Sea Sedimentary Basin illustrates that the Brage fault consists of four geometric segments A, B, C, and D that occur in different domains along the Brage fault trace. These segments are of variable length and displacement attributes and have boundaries marked by displacement minimum that occurs between displacement maxima. The displacement pattern that characterized
  • 8. Structure and Displacement Characteristics... www.theijes.com The IJES Page 66 the D-d profiles generated for the top Brent and top lower Draupne horizons reveals high displacement in both north and south of the profiles with intervening regions where displacement is relatively lower. The enhanced displacement in these areas results from the positive stress feedback between the Brage fault and neighbouring faults in the northern and southern domain of the Brage fault trace. The Brage Horst structure in the southern domain is prominent and of larger dimension than the Horst structure in the northern domain probably due to variation in deformation and the time it localized from the neighbouring faults on the Brage fault.The interaction between the geometric fault segments and the associated along strike variations in displacement are important factors controlling the present day structural geometry of the Brage fault zone. II. ACKNOWLEDGEMENT The author appreciates the Schlumberger Incorporation for providing the software used in the seismic data interpretation and visualization. REFERENCES [1] D.T. Needham, G. Yielding, and B. Freeman, Analysis of fault geometry and displacement patterns, Geological Society, London, Special Publications, 99, 1996, 189-199. [2] J. Watterson, Fault dimensions displacements and growth, Pure & Applied Geophysics, 124, 1986, 363-365. [3] J.A.M. Barnett, J. Mortimer, J.H. Rippon, J.J. Walsh, and J. Watterson, Displacement geometry in the volume containing a single normal fault, American Association of Petroleum Geologists Bulletin, 71, 1987, 925-937. [4] J.J. Walsh, and J. Watterson, Analysis of the relationship between displacement and dimensions of faults, Journal of Structural Geology, 10, 1988, 239-247. [5] C. Childs, J. Watterson, and J.J. Walsh, Fault overlap between faults, it is as yet poorly constrained in terms zones within developing normal fault systems, Journal Geological Society of London, 152, 1995, 535-549. [6] E.J.M. Willemse, D.D. Pollard, and A. Aydin, Three-dimensional analyses of slip distributions on normal fault arrays with consequences for fault scaling, Journal of Structural Geology, 18, 1996, 295-309. [7] R.A. Schultz, and H. Fossen, Displacement-length scaling in three dimensions: The importance of aspect ratio and application to deformation bands, Journal of Structural Geology, 24, 2002, 1389-1411. [8] R. Marrett, and R.W. Almendinger, Estimates of strain due to brittle faulting: sampling of fault populations, Journal of Structural Geology, 13, 1991, 735-738. [9] P.A. Cowie, and C.H. Scholz, Physical explanation for the displacement-length relationship of faults using a post-yield fracture mechanics model, Journal of Structural Geology, 14, 1992, 1133-1148. [10] N.H. Dawers, M.H. Anders and C.H. Scholz, Growth of normal faults: Displacement-length scaling, Geology, 21, 1993, 1107- 1110. [11] J.A. Cartwright, B.D. Trudgill, and C.S. Mansfield, Fault growth by segment linkage: an explanation for scatter in maximum displacement and trace length data from the Canyonlands Graben of S. E. Utah, Journal of Structural Geology, 17, 1995, 1319- 1326. [12] N.H. Dawers, and M.H. Anders, Displacement-length scaling and fault linkage, Journal of Structural Geology, 17, 1995, 607- 614. [13] D.C.P Peacock, and D.J. Sanderson, Geometry and development of relay ramps in normal fault systems, America Association of Petroleum Geology Bulletin, 78, 1994, 147-165. [14] J.J. Walsh, A. Nicol, and C. Childs, An alternative model for the growth of faults, Journal of Structural Geology, 24, 2003, 1669- 1675. [15] R.B. Faerseth, Interaction of Permo-Triassic and Jurassic extenstional fault-blocks during the development of the northern North Sea, Journal Geological Society of London, 153, 1996, 931-944. [16] J.A. Cartwright, and C.S. Mansfield, Lateral displacement variations and lateral tip geometry of normal faults inthe Canyonlands National Park, Utah, Journal of Structural Geology, 20, 1998, 3-19. [17] S.J. Wilkins, and M.R. Gross, Normal fault growth in layered rocks at Split Mountain, Utah: influence of mechanical stratigraphy on dip linkage, fault restriction and fault scaling, Journal of Structural Geology, 24, 2002, 1413-1429. [18] R.J. Steeel, and A. Ryseth, The Triassic-early Jurassic succession in the northern North Sea: Megasequence stratigraphy and intra-Triassic tectonics, in R.P.F. Hardman and J. Brooks (Ed.), Tectonic Events Responsible for Britain’s Oil and Gas Reserves, Geological Society of London Special Publication, 55, 1990, 139-168. [19] G. Yielding, Footwall uplift associated with Late Jurassic normal faulting in the northern North Sea, Journal Geological Society of London, 147, 1990, 219-222. [20] A.M. Roberts, G. Yielding, N.J. Kusznir, I.M. Walker, and D. DornLopez, Mesozoic extension in the North Sea: constraints from flexural backstripping, forward modelling and fault populations, Proc. 4th Conf. on Petroleum Geology of Northwest Europe,Geological Society of London, 1993, 1123-1136. [21] R.J. Steel, Triassic – Jurassic megasequence stratigraphy in the Northern North Sea: Rift to post-rift evolution, Proc. 4th Conf. on Petroleum Geology of Northwest Europe, Geological Society of London, 1993, 299-315. [22] A.M. Roberts, G. Yielding, N.J. Kusznir, I.M. Walker, and D. DornLopez, Quantitative analysis of Triassic extension in the northern Viking Graben, Journal Geological Society of London, 152, 1995, 15-26. [23] N. Dahl, and T. Solli, The structural evolution of the Snorre field and surrounding areas, Proc. 4th Conf. on Petroleum Geology of North-west Europe, Geological Society, London, 1993, 1159-1166. [24] S.J. Davies, N.H. Dawers, A.E. McLeod, and J.R. Underhill, The structural and sedimentological evolution of early synrift successions: the Middle Jurassic Tarbert Formation, North Sea, Basin Research, 12, 2000, 343- 365. [25] R.L. Gawthorpe, and M.R. Leeder, Tectono – sedimentary evolution of active extensional basins. Basin Research, 12, 2000, 195-218. [26] R.L. Gawthorpe, C.A.L. Jackson, M.J. Young, I.R. Sharp, A.R. Moustafa, and C.W. Leppard, Normal fault growth, displacement localisation and the evolution of normal fault populations: the Hammam Faraun fault block, Suez rift, Egypt, Journal of Structural Geology, 25, 2003, 883-895.
  • 9. Structure and Displacement Characteristics... www.theijes.com The IJES Page 67 [27] D.C.P. Peacock, and D.J. Sanderson, Displacements, segment linkage and relay ramps in normal faults zones, Journal of Structural Geology, 13, 1991, 721-733. [28] B.D. Trudgill, and J.A. Cartwright, Relay ramp forms and normal fault linkages-Canyonlands National Park, Utah, Bulletin Geological Society of America, 106, 1994, 1143-1157. [29] P.A. Cowie, S. Gupta, and N.H. Dawers, Implications of fault array evolution for synrift depocentre development: insights from a numerical fault growth model. Basin Research, 12, 2000, 241-261.