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AAPG Bulletin, V. 98, No. 10 (October 2014), P. 20812107.

Copyright copy2014. The American Association of Petroleum Geologists. All rights reserved.

DOI: 10.1306/04301413177

Previous HitFaultNext Hit interactions and reactivation within a normal-Previous HitfaultNext Hit network at Milne Point, Alaska

Casey W. Nixon,1 David J. Sanderson,2 Stephen J. Dee,3 Jonathan M. Bull,4 Robert J. Humphreys,5 and Mark H. Swanson6

1University of Southampton, Ocean and Earth Science, National Oceanography Centre Southampton, SO14 3ZH, United Kingdom; [email protected]
2University of Southampton, Ocean and Earth Science, National Oceanography Centre Southampton, SO14 3ZH, United Kingdom; University of Southampton, Faculty of Engineering and the Environment, SO17 1BJ, United Kingdom; BP Exploration Operating Company Limited. Chertsey Road, Sunbury-on-Thames, TW16 7BP, United Kingdom [email protected]
3BP Exploration Operating Company Limited. Chertsey Road, Sunbury-on-Thames, TW16 7BP, United Kingdom; [email protected]
4University of Southampton, Ocean and Earth Science, National Oceanography Centre Southampton, SO14 3ZH, United Kingdom; [email protected]
5BP Exploration (Alaska), Inc., 900 East Benson Boulevard, Anchorage, Alaska 99508-4254; [email protected]
6BP Exploration (Alaska), Inc., 900 East Benson Boulevard, Anchorage, Alaska 99508-4254; [email protected]

ABSTRACT

A normal-Previous HitfaultNext Hit network from Milne Point, Alaska, is investigated focusing on characterizing geometry, displacement, strain, and different Previous HitfaultNext Hit interactions. The network, constrained from three-dimensional seismic reflection data, comprises two generations of faults: Cenozoic north-northeast–trending faults and Jurassic west-northwest–trending faults, which highly compartmentalize Upper Triassic to Lower Cretaceous reservoirs. The west-northwest–trending faults are influenced by a similarly oriented underlying structural grain. This influence is characterized by increases in throw on several faults, strain localization, reorientation of faults and an increase in linkage maturity.

Reconstructing Previous HitfaultNext Hit plane geometries and mapping spatial variations in throw identified key characteristic features in their interactions and reactivation of pre-existing structures. Faults are divided into isolated, abutting, and splaying faults. Isolated faults exhibit a range of displacement profiles depending on the degree of restriction at Previous HitfaultNext Hit tips. Previous HitFaultNext Hit splays accommodate step-like decreases in throw along larger main faults with a throw maximum at the intersection with the main Previous HitfaultNext Hit. Throw profiles of abutting faults are divided into two groups: early stage abutting faults with throw minima at both the isolated and abutting tips, and developed abutting faults with throw maxima near the abutting tip.

Developed abutting faults accumulate throw after initial abutment, locally reactivating and transferring throw onto the pre-existing Previous HitfaultNext Hit. Two abutting faults can link kinematically by reactivating a segment of the pre-existing Previous HitfaultNext Hit forming a trailing Previous HitfaultNext Hit. The motion sense of the trailing Previous HitfaultNext Hit can be synthetic or antithetic to the reactivated pre-existing Previous HitfaultNext Hit, producing increases or decreases in the throw of the pre-existing Previous HitfaultNext Hit, respectively.

INTRODUCTION

The major aim of this paper is to analyze the deformation within a Previous HitfaultNext Hit network formed by more than one generation of faults, focusing on the way that the different faults interact within the network. Reconstruction of Previous HitfaultNext Hit plane geometries at Milne Point, Alaska, and mapping their spatial variations in throw, allows us to recognize key features in their interactions including splaying, abutting, and reactivating.

Many Previous HitfaultNext Hit networks consist of more than one Previous HitfaultNext Hit set. These can either be conjugate Previous HitfaultNext Hit sets (e.g., Zhao and Johnson, 1991; Nicol et al., 1995; Ferrill et al., 2009; Nixon et al., 2011) that formed in the same stress system, or multiple Previous HitfaultNext Hit sets that form from the overprinting of two or more stress systems (Davatzes et al., 2003; Bailey et al., 2005). The latter can form new faults with different orientations and/or cause reactivation of pre-existing faults (e.g., Kim et al., 2001), which can also have a strong influence on the development of later Previous HitfaultNext Hit sets (e.g., Segall and Pollard, 1983; Bailey et al., 2005). Hence, complex cross-cutting relationships and interactions can form between Previous HitfaultNext Hit sets.

Understanding the relationships between different Previous HitfaultNext Hit sets within a network is important as interconnected faults can provide pathways for fluids, allowing the migration and entrapment of hydrocarbons (Aydin, 2000). They can also act as fluid barriers compartmentalizing reservoirs (Bouvier et al., 1989; Leveille et al., 1997), which is a major uncertainty in the qualitative and quantitative assessment of a reservoir in the hydrocarbon industry (Jolley et al., 2010). Furthermore, Previous HitfaultNext Hit interaction and reactivation are important when assessing reservoir quality and heterogeneity, as they can contribute to damage zones as well as cause variations in bed thinning, attenuation and Previous HittrapNext Hit integrity (i.e., Fossen et al., 2005; Gartrell et al., 2006; Ferrill et al., 2009). Such affects often occur around Previous HitfaultNext Hit intersection lines or branch lines, hence, being able to identify and characterize different Previous HitfaultNext Hit interactions, within a network, is essential when interpreting reservoir deformation and evaluating communication between Previous HitfaultNext Hit bound compartments.

In this paper, we address this problem through the analysis of a three-dimensional (3-D) seismic reflection dataset that images a normal-Previous HitfaultNext Hit network at Milne Point, Alaska. To better understand the behavior of the Previous HitfaultNext Hit network, we characterize the geometry, throws, and strain distribution within the Previous HitfaultNext Hit network, and the relationships among different Previous HitfaultNext Hit sets. Most interpretation of faults from a 3-D seismic volume focuses on picking individual faults and linking these from line to line. However, to investigate the different interactions within the Previous HitfaultNext Hit network we focus on establishing the branch lines between different Previous HitfaultNext Hit planes and consider the displacement variation around these. As well as characterizing the interactions within the Previous HitfaultNext Hit network, we also investigate the effects that pre-existing structures can have on displacement distributions and Previous HitfaultNext Hit network development. Ultimately, we aim to provide a thorough description and classification system that will allow these numerous Previous HitfaultNext Hit interactions to be easily identified by petroleum geoscientists during seismic interpretation.

GEOLOGICAL SETTING

Milne Point is located on the northern edge of the Alaska North Slope approximately 450 km (280 mi) north of the Arctic Circle and 40 km (25 mi) northwest of Prudhoe Bay (Figure 1A). The region is of particular interest because of the presence of numerous major gas and oil fields including the Prudhoe Bay, Milne Point, and Kuparuk River oil fields (Carman and Hardwick, 1983; Collett, 1993; Bird, 1999; Boswell et al., 2011). Large quantities of oil have been produced, since the discovery of the first field in 1968, from complex structural/stratigraphic traps within Permian to Cenozoic reservoirs at production depths >2000 m (>6562 ft) (Boswell et al., 2011).

Figure 1. (A) Location map showing the key structural features of the Alaska North Slope (ANS) and the position of Milne Point. (B) Summary of the ages of the stratigraphic sequences and the formation lithologies that were seismically imaged. The Shublik Formation shale, Kingak Shale, and Pebble shale are highlighted as important source rock formations for the Prudhoe Bay, Milne Point, and Kuparuk River oil fields. The KUP and SAG horizons are indicated as the bottom and top of the Kuparuk River and Sag River reservoir sandstone formations, respectively.

The principal structural features of the region (Figure 1A) are the Barrow Arch to the north, and the Colville Basin and Brooks Range to the south (Carman and Hardwick, 1983; Bird, 1999; Boswell et al., 2011). The Barrow Arch is an east–west–trending rift shoulder and the Brooks Range is a fold and thrust mountain belt related to continent–continent collision (Bird, 1999). Together, these structural highs provided source material that filled the Colville (foreland) Basin, which has an east–west axial trend (Figure 1A) (Carmen and Hardwick, 1983; Bird, 1999).

The sedimentary rocks of the Alaska North Slope consist of south-dipping passive continental margin deposits of late Paleozoic and Mesozoic age, overlain by north-dipping foreland basin deposits in the Mesozoic and Cenozoic (Collett, 1993; Bird, 1999). These deposits have been divided into three main tectono-stratigraphic sequences (Figure 1B) that are described in detail by Bird (1999). The earlier passive-margin deposits are termed the Ellesmerian sequence. These consist of clastic and carbonate strata of middle Devonian to Triassic age, that onlap onto a stable south-facing continental margin (Collett, 1993; Bird, 1999). The Ellesmerian was followed by the Beaufortian sequence that was deposited during a period of continental rifting in the Jurassic and Early Cretaceous (Bird, 1999). The rifting is characterized by south-dipping normal faulting in the Jurassic followed by north-dipping normal faulting in the Early Cretaceous (Hubbard et al., 1987). This rift formed the paleo-high of the Barrow Arch. Then during the Cretaceous and Cenozoic, continent–continent collision caused uplift to the south, that is, the Brooks Range, and subsidence to the north producing the Colville Basin and the foreland basin deposits of the Brookian sequence (Carmen and Hardwick, 1983; Collett 1993; Bird, 1999). The Brookian sequence is also extensively faulted in the Milne Point region by north-northeast-striking normal faults (Boswell et al., 2011; Lorenson et al., 2011). The Jurassic–Cretaceous rift faults and later Brookian faults are likely to have initiated at different burial depths.

The Milne Point Field (Figure 1A) produces from three separate reservoirs: the Schrader Bluff, Kuparuk, and Sag River Formations. The Schrader Bluff is a shallow, unconsolidated viscous oil reservoir. The Sag River is a deeper, Upper Triassic sandstone reservoir with light oil occurring within the Ellesmerian sequence. It is also a reservoir elsewhere in the Prudhoe Bay area and contains gas in the Kavik field southeast of Prudhoe Bay (Bird, 1999). The Kuparuk Formation forms the main reservoir (Figure 1B). This is a Lower Cretaceous, shallow-marine sandstone that hosts several oil reservoirs in northern Alaska, including Milne Point and the neighboring Kuparuk River field (Bird, 1999). Both these accumulations occur in combination structural stratigraphic traps. According to Dzou (2010), the Kuparuk River reservoir was charged from deeper, Shublik Shale source rocks with some gas contribution from Kekiktuk coals. Published resources for Milne Point’s light (American Petroleum Institute [API] 22) oil Kuparuk reservoir are approximately 920 MM (million) stock tank barrels original oil-in-place (Ning and McGuire, 2004). Water-flood assisted production began in 1985.

The Previous HitfaultNext Hit network studied in this paper affects the Triassic to Lower Cretaceous rocks (Figures 1B, 2). We concentrate on analyzing the network at two stratigraphic horizons within the 3-D seismic data: the younger horizon that follows the bottom of the Kuparuk Formation (KUP horizon; Figure 1B) and an older horizon that follows the top of the Sag River Formation (SAG horizon; Figure 1B). The orthogonal Previous HitfaultNext Hit network cuts both of these reservoir horizons, frequently with displacements exceeding reservoir interval thicknesses. This leads to a range of variable oil–water contacts and closely spaced compartmentalization. Understanding the controls on fluid flow of such a Previous HitfaultNext Hit network clearly impacts efficient reserve recovery and well planning.

Figure 2. Seismic reflection images of (A) a northwest–southeast trending crossline and (B) a northeast–southwest trending in line. Red represents the west-northwest–trending Previous HitfaultNext Hit set that was picked on the in lines and blue represents the north-northeast–trending Previous HitfaultNext Hit set that was picked on the crosslines. Dashed lines are the faults that were not picked on the in line or crossline but have been projected onto the seismic section. (C) Location map showing the orientation of the in lines and crosslines.

METHODS

Data Acquisition and Interpretation

The 3-D seismic reflection data was acquired using Vibroseis in 2007. The data are of high quality, cover an onshore area at Milne Point of BLTN13177eq1 (BLTN13177eq2) (Figure 1A), and are 120-fold containing frequencies between 6 and 96 Hz. The 3-D migrated seismic volume comprises 1238 inlines bearing N045°E and 897 crosslines bearing N135°E, each with a spacing of 16.8 m (55 ft) (Figure 2). Interval velocities of 3050 m/s (10,007 ft/s) and 4100 m/s (13,451 ft/s) were calculated for the KUP horizon and the SAG horizon, respectively, using true vertical depth subsea (TVDSS) and two-way time (TWT) values taken from geophysical wireline-log well data.

The Previous HitfaultNext Hit network was interpreted for a sequence of sedimentary rocks, ∼650 m (2133 ft) thick at a depth greater than 2000 m (6562 ft) (Figure 2). Faults were identified and picked on every tenth inline section (N045°E) and crossline section (N135°E) from offsets of key seismic reflectors. In general, the seismic data imaged faults with >10 m (>32.8 ft) displacement. Using TrapTester, a seismic interpretation and seismic modeling software developed by Badley Geoscience Limited, an interconnected 3-D Previous HitfaultNext Hit model was produced. This involved identifying Previous HitfaultNext Hit intersections from displaced raw horizon data for multiple horizons that were then validated using coherency time slices. Branch lines were then created to connect the intersecting Previous HitfaultNext Hit planes.

Hanging wall and footwall cutoffs of the KUP and SAG horizons were projected from raw horizon data onto the modeled Previous HitfaultNext Hit surfaces. To correct for local effects, such as Previous HitfaultNext Hit drag around Previous HitfaultNext Hit surfaces, the raw horizon data that were within 75 m (246 ft) of each Previous HitfaultNext Hit were trimmed and a 100 m (328 ft) wide patch of horizon data was used to calculate and project each horizon surface onto the Previous HitfaultNext Hit surface. The interval velocities and the TWT of each hanging wall and footwall cutoff were then used to measure numerous Previous HitfaultNext Hit-attribute data (such as displacement, throw, heave, dip, azimuth, and strike) at 100 m (328 ft) intervals along the plan view length of each interpreted Previous HitfaultNext Hit surface.

Network Analysis

The Previous HitfaultNext Hit attribute data were extracted from TrapTester software, with associated BLTN13177eq3 and BLTN13177eq4 coordinates. The data were imported into ArcGIS as point data and used to digitize Previous HitfaultNext Hit traces to produce Previous HitfaultNext Hit maps for both the KUP and SAG horizons. Each Previous HitfaultNext Hit trace was split into shorter segments (∼100 m [328 ft] in length) at each Previous HitfaultNext Hit attribute data point. Average throws and segment azimuths were calculated allowing the network to be displayed by Previous HitfaultNext Hit trend and Previous HitfaultNext Hit throw. The Previous HitfaultNext Hit maps combined with length-weighted rose diagrams, Previous HitfaultNext Hit length vs. Previous HitfaultNext Hit throw plots and Previous HitfaultNext Hit throw profiles were used to investigate the geometry, kinematics, and interactions within the Previous HitfaultNext Hit network.

In addition, 3-D strain was calculated to assess the partitioning of deformation within the Previous HitfaultNext Hit network. This uses the Previous HitfaultNext Hit orientation and dip separation to construct the Lagrangian strain tensor, as described by Peacock and Sanderson (1993) and Nixon et al. (2011). This involves calculating the eigenvalues and eigenvectors of the Lagrangian strain tensor (BLTN13177eq5) when sampling faults from a plane:
BLTN13177eqd1
in which BLTN13177eq6 is the sample area, BLTN13177eq7 is the Previous HitfaultNext Hit trace-length, and BLTN13177eq8 is the displacement tensor, and BLTN13177eq9 is the transpose. Although interactions within normal-Previous HitfaultNext Hit networks often produce complex 3-D strains, which are supported by simple geometric models (e.g., Ferrill and Morris, 2001) as well as numerical models (e.g., Imber et al., 2004; Goteti et al., 2013), no slip direction data exists for the normal faults observed in the 3-D seismic reflection data at Milne Point. Therefore, as these are normal faults, and we are considering the entirety of the Previous HitfaultNext Hit network, we assume dip-slip displacement and apply a weighting factor (BLTN13177eq10) defined by Peacock and Sanderson (1993) to the displacement tensor, which corrects for the orientation bias between the sample plane and the dip angle (θ) of the faults, hence:
BLTN13177eqd2
in which BLTN13177eq11 is the displacement and unit vectors BLTN13177eq12 and BLTN13177eq13 are normal to the Previous HitfaultNext Hit plane and parallel to the slip direction, respectively. As we assume dip-slip movement on these faults, in which faults have a dip angle (θ) and a dip direction (Φ), then:
BLTN13177eqd3

Previous HitFAULTNext Hit NETWORK CHARACTERISTICS

General Structural Trends and Relationships

The study area has an underlying structural grain trending northwest-southeast which forms broad-scale graben and horst structures on both horizons (Figure 3A). These are particularly well defined in the deeper SAG horizon and coincide with an overall deepening to the east-northeast of ∼490 m (1608 ft) in the KUP horizon and ∼615 m (2018 ft) in the SAG horizon. The Previous HitfaultNext Hit network overprints this structural grain and has two sets of normal faults, a north-northeast-trending set and a west-northwest–trending set (Figures 3B, 4).

Figure 3. Previous HitFaultNext Hit maps of the KUP horizon on the left and the SAG horizon on the right: (A) Surface horizon maps showing the topography of the horizons; (B) Previous HitfaultNext Hit map color-coded by azimuth with red generally representing west-northwest–faults and blue generally representing north-northeast-faults; (C) Previous HitfaultNext Hit map color-coded by throw with blue and orange representing low- and high-throw values, respectively. The location of specific Previous HitfaultNext Hit maps and 3-D diagrams used in later figures are also shown.

Figure 4. Length-weighted rose diagrams and an equal-angle stereographic projection of poles to Previous HitfaultNext Hit segments for each Previous HitfaultNext Hit set in the KUP horizon (top) and SAG horizon (bottom).

The north-northeast–trending faults are regularly spaced (1–2 km [0.6–1.2 mi]) and most down throw to the southeast (Figures 2A, 4) with constant dips of ∼50–60°. They displace both the KUP and SAG horizons by similar amounts (Figures 2A, 5A); therefore, these are post-depositional, as indicated by the constant thickness of stratigraphy across each Previous HitfaultNext Hit (Figure 5A).

Figure 5. Interpreted seismic sections showing the stratigraphic thickness in relation to (A) the north-northeast–trending faults and (B) the west-northwest–trending faults. (C) An isochore map showing the variation in stratigraphic thickness (two-way time [TWT]) between the KUP and SAG horizons. The black patches cover the areas that have been tectonically thinned by throughgoing faults.

The majority of the faults in the west-northwest–trending Previous HitfaultNext Hit set dip to the southwest (Figures 2B, 4). Unlike the north-northeast–trending faults these are not regularly spaced and many of the larger faults become steeper at depth with dips increasing from ∼40–50° to ∼70–80° (Figures 2B, 5B). Furthermore, the west-northwest–trending faults often displace the SAG horizon more than the KUP horizon (Figures 2B, 5B) and, hence, have a component of syndepositional movement associated with them (i.e., thickening of stratigraphic sequence 4; Figure 5B). Overall the stratigraphic thickness between the KUP and SAG horizons increases from a minimum of ∼325 ms (TWT) in the north to a maximum of ∼425 ms (TWT) in the south of the study area and is not related to syndepositional sedimentation associated with either Previous HitfaultNext Hit trend (Figure 5C).

Because of the downward increase in throw and resultant hanging-wall thickening (Figure 5B), the west-northwest–trending faults are suggested to be associated with rifting during the deposition of the Beaufortian sequence (Jurassic to Lower Cretaceous). The majority of these faults dip south, consistent with the polarity of Jurassic rifting observed elsewhere on the Alaska North Slope (Hubbard et al., 1987; Bird, 1999). Abutting and cross-cutting relationships indicate that the north-northeast–trending faults postdate many of the west-northwest–trending faults (Figure 3), which is supported by the north-northeast–trending faults consistent with those that cut the Brookian sequence in the Cenozoic (Boswell et al., 2011), which have been shown to cut the top of the Kuparuk Formation (Masterson et al., 2001).

Later local reactivation of the west-northwest–trending faults, related to changes in regional and/or local stress orientations, is supported by the fact that some of the north-northeast–trending faults are abutted by some small west-northwest–trending faults (Figure 3). This is also consistent with the presence of small faults and Previous HitfaultNext Hit splays that trend approximately northwest–southeast in the Eocene Sagavanirktok Formation (Boswell et al., 2011; Lorenson et al., 2011), which are thought to be genetically linked to the underlying faults (Collett et al., 2011). Furthermore, the present-day stress Previous HitregimeNext Hit of the area favors the reactivation of the west-northwest–trending faults (Zoback, 1992; Heidbach et al., 2010).

Organization of Faulting and Throw Distribution

Many of the large west-northwest–trending faults are aligned with or influenced by the underlying northwest–southeast structural grain. This is more obvious in the deeper SAG horizon where large faults from the west-northwest–trending Previous HitfaultNext Hit set bound many of the graben structures (Figure 3A). In addition, en echelon arrays of smaller west-northwest–trending faults form above the underlying northwest-southeast structures and often splay from/rotate into the larger graben-bounding faults (Figure 3B). This influence becomes more emphatic with depth where the trend of the west-northwest–trending faults is oriented ∼10° farther clockwise in the deeper SAG horizon, which can be seen clearly in the length-weighted rose diagrams (Figure 4C, F).

The west-northwest–trending faults also become more pervasive with depth increasing in density from BLTN13177eq14 (BLTN13177eq15) in the KUP to BLTN13177eq16 (BLTN13177eq17) in the SAG horizon (Table 1). In contrast, the north-northeast–trending faults have similar Previous HitfaultNext Hit density values for each horizon (i.e., BLTN13177eq18 [BLTN13177eq19] at the KUP horizon and BLTN13177eq20 [BLTN13177eq21] at the SAG horizon; Table 1). As a result, the KUP horizon has approximately equal proportions of north-northeast–trending and west-northwest–trending faults, whereas the SAG horizon has an increased proportion of west-northwest–trending faults (∼64%; Table 1).

The largest faults in the network trend west-northwest with maximum throws of up to 138 m (453 ft) in the KUP horizon and 332 m (1089 ft) in the SAG horizon (Table 1; Figure 3C). In general, the maximum throw of faults increases from the shallower KUP horizon to the deeper SAG horizon (Figure 6A). This increase is seen mainly in the west-northwest–trending faults (Figure 6C) as indicated by the average maximum throw values for each Previous HitfaultNext Hit set (Table 1).

Figure 6. Logarithmic plots of Previous HitfaultNext Hit length versus maximum throw for (A) all faults, (B) the KUP horizon, and (C) the SAG horizon. Note the significantly greater throws for some west-northwest–trending faults in the SAG horizon.

In summary, the north-northeast–trending faults are evenly distributed both in space and with depth showing similar orientations, Previous HitfaultNext Hit densities, and throws for each horizon. In contrast, the west-northwest–trending faults increase in density, size, and dip with depth. They also become more parallel to the underlying structural grain, suggesting influence of deeper pre-existing structures.

Strain Analysis

Each Previous HitfaultNext Hit trend has a narrow range of strike orientations and shows negligible amounts of extension for the intermediate strain component (Figure 7A, B; Table 2). The north-northeast–trending faults accommodate similar amounts of extension in each horizon, whereas the maximum extension that is accommodated by the west-northwest–trending faults increases in the SAG horizon (Table 2). Hence, in the SAG horizon the majority of the strain (69%) is accommodated by the west-northwest–trending faults.

Figure 7. Equal-angle stereographic projection of poles to Previous HitfaultNext Hit segments showing the principal strain orientations for (A) the north-northeast–trending faults, (B) the west-northwest–trending faults, and (C) all faults.

Like the strain accommodated by the individual Previous HitfaultNext Hit trends, the overall composite strain of the Previous HitfaultNext Hit network indicates subhorizontal extension and subvertical shortening at each horizon (Figure 7; Table 2). The maximum extension accommodated by the Previous HitfaultNext Hit network increases from 2.4% oriented at N70°E for the KUP horizon to 3.7% oriented at N225°E for the SAG horizon (Table 2), which is accommodated entirely by the west-northwest–trending faults. As the strain accommodated by the Previous HitfaultNext Hit network is a superposition of the two strains accommodated by each Previous HitfaultNext Hit trend, which are orthogonal to one another, an intermediate strain component also exists with an extension of ∼1.5% oriented at N340°E and N135°E for the KUP and SAG horizons, respectively. In the KUP horizon, the total strain is accommodated equally between the two Previous HitfaultNext Hit trends, as indicated by the minimum extension percentages (Table 2), resulting in the maximum extension direction of the network approximately bisecting the angle of intersection between the two Previous HitfaultNext Hit trends (east-northeast–west-southwest; Figure 7C). However, in the SAG horizon the network’s maximum extension direction is rotated 25° counterclockwise to approximately northeast–southwest (Table 2; Figure 7C), as more of the total extension is produced by the west-northwest–trending faults.

In general, the strain analysis shows an increase in strain with depth because of more strain being localized onto the west-northwest–trending faults in the deeper SAG horizon. The contrast between the behavior of the two Previous HitfaultNext Hit sets indicates that they are independent Previous HitfaultNext Hit sets. In addition, localization of strain onto the west-northwest–trending faults further suggests that these faults are being influenced by the pre-existing structures that form the northwest–southeast underlying structural grain.

INDIVIDUAL FAULTS AND SPLAYS

Isolated Faults

Very few isolated faults exist within the Previous HitfaultNext Hit network at Milne Point, and these are mostly small faults with lengths ranging from approximately 400 to 1700 m (1312 to 5577 ft) accumulating maximum throws of less than 50 m (164 ft). Throw profiles of the isolated faults can be divided into three main groups: Unrestricted, single-tip restricted, and double-tip restricted (Figure 8) (compare Nicol et al., 1996; Manighetti et al., 2001; Soliva and Benedicto, 2005).

Figure 8. Normalized Previous HitfaultNext Hit profiles for isolated faults from both the KUP and SAG horizons with length/maximum length (BLTN13177eq23) along the x axis versus throw/maximum throw (BLTN13177eq24) on the y axis. (A) Isolated faults with unrestricted tips; (B) isolated faults with a single tip restricted; (C) isolated faults with both tips restricted. The graphs on the right side are cartoon representations of each profile.

The examples in Figure 8A are symmetrical profiles with the maximum throw located near the center of the Previous HitfaultNext Hit. These either match that of an ideal elastic profile, as modeled for fractures in a homogenous material by Pollard and Segall (1987), or a symmetrical cone-shaped profile, as described by Muraoka and Kamata (1983) for faults that form in incompetent layers. Such profiles have been shown to be characteristic of faults with unrestricted tips (compare Nicol et al., 1996, 2010; Manighetti et al., 2001) and are the smallest isolated faults within the network as indicated by their average maximum throw and average length (Figure 8A).

Other profiles are asymmetrical with the maximum throw located closer to one of the Previous HitfaultNext Hit tips producing a tip with a steep throw-length gradient (Figure 8B). These profiles match the single-tip and half-restricted Previous HitfaultNext Hit-displacement profiles described in Manighetti et al. (2001). These are not caused by Previous HitfaultNext Hit abutments but either by lithological barriers (such as changes in competency) or by soft linkage with nearby faults that restrict the propagation rate of a Previous HitfaultNext Hit tip indicating kinematic interaction between faults (e.g., relay ramps) (Peacock and Sanderson, 1996; Schlagenhauf et al., 2008; Nicol et al., 2010).

The majority of isolated faults at Milne Point produce a symmetrical profile with a flat top and steep gradients at each Previous HitfaultNext Hit tip (Figure 8C). Such a shape in Previous HitfaultNext Hit-displacement profiles has been described in numerous studies (Muraoka and Kamata, 1983; Peacock and Sanderson, 1991; Manighetti et al., 2001; Nicol et al., 2010). Muraoka and Kamata (1983) describe these as a mesa-shaped profile for faults that form with tips that terminate in strain-absorbing incompetent stratigraphic layering. Hence, these are double-tip restricted-Previous HitfaultNext Hit profiles and have the largest average maximum throw and average-length values of the isolated faults.

In summary, the isolated faults within the network have isolated tips and produce common throw-length profiles the shape of which depends on the restriction of the Previous HitfaultNext Hit tips (Muraoka and Kamata, 1983; Pollard and Segall, 1987; Nicol et al., 1996, 2010; Manighetti et al., 2001; Schlagenhauf et al., 2008). In general, Previous HitfaultNext Hit-tip restriction is characterized by a high throw gradient at the restricted tip.

Individual Faults

Although the isolated faults have short lengths (less than 2000 m [6562 ft]), many of the faults within the network have longer Previous HitfaultNext Hit lengths (up to 9000 m [29,528 ft]) and accumulate much larger throws (Figures 3, 6). These longer faults are often segmented by cross-cutting faults or have numerous faults that abut them (Figure 3). Even though these long faults are segmented by many intersecting faults, the displacement variations along their Previous HitfaultNext Hit planes are consistent with each other (Figure 9A). Hence, their throw profiles are often symmetrical with maximum throws near the center of the Previous HitfaultNext Hit plane and minimum throws at their tips (Figure 9), which is similar to throw profiles of isolated faults.

As each segment has a displacement profile that is consistent with its adjacent segment, these can be considered as coherent structures and not isolated Previous HitfaultNext Hit segments that have aligned and linked (compare Walsh et al., 2003). Therefore, despite interactions with other Previous HitfaultNext Hit sets the larger and longer faults still act as individual isolated faults. This can be identified for both Previous HitfaultNext Hit sets and indicates that the faults in both sets originally developed as individual faults rather than simultaneously.

Figure 9. Previous HitFaultNext Hit-throw profiles of long individual faults (>2000 m [>6562 ft] length) which have numerous intersecting and abutting faults. (A) A 3-D diagram of an individual west-northwest–trending Previous HitfaultNext Hit plane (Previous HitfaultNext Hit 11-KUP) in the KUP horizon with throw contoured onto the Previous HitfaultNext Hit plane; (B) a throw profile along the length of Previous HitfaultNext Hit 11-KUP (see Figure 3C for location within the Previous HitfaultNext Hit network); and (C) normalized throw profiles of numerous long individual faults within the network. Examples are taken from both the KUP and SAG horizons. Note the similarity to isolated-Previous HitfaultNext Hit throw-length profiles.

Splays

Previous HitFaultNext Hit splays often occur near the tips of faults and involve a smaller Previous HitfaultNext Hit that splays away from a larger Previous HitfaultNext Hit. The smaller splay Previous HitfaultNext Hit has a Previous HitfaultNext Hit plane that is obliquely oriented to the larger main Previous HitfaultNext Hit plane and has a displacement maximum along the line of intersection (Figure 10A). The displacement distribution on the Previous HitfaultNext Hit plane of the main Previous HitfaultNext Hit shows an abrupt drop in displacement at the line of intersection with the splay Previous HitfaultNext Hit (Figure 10A).

Figure 10. (A) A 3-D diagram showing the distribution of throw on the Previous HitfaultNext Hit planes of a splay Previous HitfaultNext Hit (Previous HitfaultNext Hit 100-KUP) and its associated main Previous HitfaultNext Hit (Previous HitfaultNext Hit 99-KUP). Panels (B) and (C) are Previous HitfaultNext Hit profiles of a main Previous HitfaultNext Hit and a splay Previous HitfaultNext Hit showing their variations in throw along distance X, which increases to the east. To the right of each graph are plan-view Previous HitfaultNext Hit maps of the interacting faults. See Figure 3C for the locations of these faults within the Previous HitfaultNext Hit network.

Previous HitFaultNext Hit-throw profiles indicate that the decrease in displacement is accommodated by the splay Previous HitfaultNext Hit. For example, Figure 10B and C show the throw profiles of two main faults (99-KUP and 57-SAG) that have corresponding splays (faults 100-KUP and 177-SAG) at intersection points A and B, respectively. Both of the main faults show a step-like decrease in throw at the intersection with the splay faults in the direction of the acute angle of intersection. This step down in throw approximately matches the throw of the respective splay faults near the point of intersection (Figure 10). After the point of intersection both the main Previous HitfaultNext Hit and splay Previous HitfaultNext Hit steadily decrease in throw before reaching null values at their isolated Previous HitfaultNext Hit tips. This is consistent with results of Maerten et al. (1999), who observe and model similar throw profiles for splays along normal faults in both plan view and cross section.

Overall, the splay faults are characterized by a throw maximum at the point of intersection, with the throw gradually decreasing toward their tips, and they accommodate decreases in throw along a larger main Previous HitfaultNext Hit with which they share an intersection line (Figure 10). Nixon et al. (2011) describe Previous HitfaultNext Hit splays in strike-slip faults as synthetic interactions that also accommodate a decrease in displacement on a larger main Previous HitfaultNext Hit. The Previous HitfaultNext Hit splays identified in the normal-Previous HitfaultNext Hit network at Milne Point accommodate similar decreases in Previous HitfaultNext Hit throw (Figure 10) and have the same motion sense (i.e., downthrown on the same side) as their corresponding main faults. Hence, they are called synthetic interactions.

ABUTTING FAULTS AND TRAILING

Abutments

When a Previous HitfaultNext Hit network has two or more Previous HitfaultNext Hit sets, the tip of one Previous HitfaultNext Hit often abuts and terminates against another. This produces a Y- or T-shaped intersection (Figure 11) in which the abutting Previous HitfaultNext Hit becomes pinned and can only propagate away from its abutted tip. Manighetti et al. (2001) describe these faults as single-tip restricted or half-tip restricted; however, we consider abutting faults to be separate from faults with restricted tips. This is because an abutting tip is actually pinned and cannot propagate any further, whereas a restricted-Previous HitfaultNext Hit tip can still propagate at low propagation rates.

Figure 11. Three-dimensional diagrams of Previous HitfaultNext Hit planes that form abutting interactions: (A) an example of an abutting Previous HitfaultNext Hit that shares a footwall block with the main Previous HitfaultNext Hit at the SAG horizon; (B) an example of an abutting Previous HitfaultNext Hit that shares a hanging-wall block with the main Previous HitfaultNext Hit at the KUP horizon. Throws are contoured onto each Previous HitfaultNext Hit plane showing displacement transfer from the abutting Previous HitfaultNext Hit to the main Previous HitfaultNext Hit. See Figure 3C for the locations of these faults within the Previous HitfaultNext Hit network.

There are two geometrical relationships that abutting faults form with the earlier abutted Previous HitfaultNext Hit (Figure 11). They can either form in the footwall (Figure 11A) or the hanging wall (Figure 11B) of the earlier Previous HitfaultNext Hit sharing a footwall or hanging-wall block, respectively. Abutting faults also have the possibility of interacting and transferring displacement onto the earlier Previous HitfaultNext Hit, thus allowing displacement to build up at the abutting tip (e.g., Maerten, 2000; Maerten et al., 2001). This is accommodated by local reactivation of the earlier Previous HitfaultNext Hit and can cause local variations in throw adjacent to the intersection line (Figure 11). In general, the earlier Previous HitfaultNext Hit will locally increase in throw where it shares a Previous HitfaultNext Hit block with the abutting Previous HitfaultNext Hit (Figure 11).

The abutting faults can either be single-tip abutting (Figure 12) or double-tip abutting (Figure 13). Within the Previous HitfaultNext Hit network at Milne Point, these are small faults with lengths less than 2000 m (6562 ft). In general, single-tip abutting faults can be divided into two groups, which are shown in Figure 12. Group 1 has minimum throws at its isolated and abutting tips, suggesting that these faults abutted at a late stage of their development. This is supported by the average Previous HitfaultNext Hit lengths, which are longer than other profile types for single-tip abutting faults (Figure 12). Therefore, profile types 1A and 1B are abutting faults that have preserved their isolated Previous HitfaultNext Hit throw profiles for unrestricted and single-tip restricted faults, respectively (Figure 12A, B).

Figure 12. Normalized Previous HitfaultNext Hit profiles of length/maximum length (BLTN13177eq25) against throw/maximum throw (BLTN13177eq26) for single-tip abutting faults taken from both the KUP and SAG horizons with no intersections with other faults. Five profile types are identified and divided into two groups. The right graph for each profile type is a cartoon representation. See text for discussion.

Figure 13. Normalized Previous HitfaultNext Hit profiles of length/maximum length (BLTN13177eq27) against throw/maximum throw (BLTN13177eq28) for double-tip abutting faults taken from both the KUP and SAG horizons with no intersections with other faults. Four profile types are identified and divided into two groups. The right graph for each profile type is a cartoon representation. See text for discussion.

Group 2 has shorter average lengths than Group 1 with maximum throws at the abutting tips. This indicates that the faults have grown in size while being pinned by their abutments, thus interacting with the earlier Previous HitfaultNext Hit. Profile type 2A is thought to represent a Previous HitfaultNext Hit at an intermediate stage of development as it still inherits parts of a previous isolated-Previous HitfaultNext Hit profile (Figure 12C). However, types 2B and 2C are abutting faults with a restricted tip (flat top; Figure 12D) and unrestricted tip (linear; Figure 12E), respectively, that have grown and propagated since abutting another Previous HitfaultNext Hit.

Double-tip-abutting faults also display two groups of Previous HitfaultNext Hit-throw profile (Figure 13). Group 1 preserves the throw profile of an isolated Previous HitfaultNext Hit with both abutting tips recording minimum throws (Figures 13A, B). This suggests that these faults abutted at the late stages of Previous HitfaultNext Hit development. Group 2 represents a slightly more developed double-tip-abutting Previous HitfaultNext Hit that has accumulated throws while being pinned at each abutting tip. Hence, these show a maximum throw either at one abutting tip (Figure 13C) or at both Previous HitfaultNext Hit tips (Figure 13D). The asymmetry of the throw profiles could be caused by the abutting tip with the largest throw value having abutted first.

Overall, the profiles of abutting faults can indicate the relative time of abutment during the faults’ growth and development. Using these numerous throw profiles identified for abutting faults, we show the evolution of the different stages of growth in Figure 14 for abutting faults with an unrestricted tip and a restricted tip (identified by high throw gradients). In general, an abutting Previous HitfaultNext Hit evolves from an isolated Previous HitfaultNext Hit that has grown in length to abut and terminate at an earlier Previous HitfaultNext Hit (stage 1). Therefore, early-stage abutting faults have throw minimums at both the abutting tip and isolated tip with a maximum throw near the middle of the Previous HitfaultNext Hit (stage 2; Figure 14). If the abutting Previous HitfaultNext Hit continues to grow, displacement can accumulate and increase at the pinned tip transferring displacement and locally reactivating the abutted Previous HitfaultNext Hit (Figures 11, 14) (compare Maerten et al., 2001). They then increase in throw until a throw maximum is reached at the abutting tip and a throw minimum at the isolated tip (stages 3 and 4; Figure 14). Each stage is analogous to different stages of Previous HitfaultNext Hit growth by segment linkage in the sense that the throw profile changes from an individual Previous HitfaultNext Hit at stage 1, to a geometrically linked Previous HitfaultNext Hit at stages 2 and 3, to a kinematically linked abutting Previous HitfaultNext Hit at stage 4 (compare Soliva and Benedicto, 2004).

Figure 14. Schematic diagram of throw profiles for abutting faults at different stages of development. Stage 1 is an isolated Previous HitfaultNext Hit profile. Stage 2 is an early-stage abutment with throw minima at the tips of the faults; Stage 3 is an intermediate stage with throw increasing at the abutting tip; and Stage 4 is a fully developed abutting Previous HitfaultNext Hit with a maximum throw at the abutting tip. Panels (A) and (B) represent abutting faults with an unrestricted and restricted tip, respectively. (C) Three-dimensional cartoon illustrating a developing abutting Previous HitfaultNext Hit shaded. The shading represents the displacement distribution of the abutting Previous HitfaultNext Hit. See text for discussion.

Trailing Faults

Although Figure 9 indicates that many long faults in the Previous HitfaultNext Hit network are acting as isolated individual faults, increases and decreases often occur in some of their throw profiles. These usually coincide with abutments and interactions with other faults of the opposite Previous HitfaultNext Hit set causing local reactivation of the pre-existing abutted-Previous HitfaultNext Hit plane (compare Figure 11). Sometimes a section of a Previous HitfaultNext Hit plane between two abutting faults is reactivated. This can be seen particularly well for longer west-northwest–trending faults the Previous HitfaultNext Hit planes for which show a change in displacement between the intersections with two abutting north-northeast–trending faults (Figure 15). This indicates trailing of displacement from the abutting faults onto the original pre-existing abutted Previous HitfaultNext Hit.

Figure 15. Three-dimensional diagram of north-northeast–trending Previous HitfaultNext Hit planes that abut and locally reactivate west-northwest–trending Previous HitfaultNext Hit planes and form a trailing Previous HitfaultNext Hit segment that links two abutting faults. The distribution of throw is contoured onto each Previous HitfaultNext Hit plane and shows increases in throw at the trailing Previous HitfaultNext Hit segments. This example is taken from the SAG horizon. See Figure 3C for the locations of these faults within the Previous HitfaultNext Hit network. TWT = two-way time.

For example, the west-northwest–trending Previous HitfaultNext Hit 207-SAG, seen in Figure 16, is abutted by two north-northeast–trending faults at intersections A (Previous HitfaultNext Hit 240-SAG) and B (Previous HitfaultNext Hit 121-SAG). The two abutting faults have very similar throw values near the points of intersection (Figure 16B), whereas the segment AB of the west-northwest–trending Previous HitfaultNext Hit (Previous HitfaultNext Hit 207-SAG) shows a marked increase in accumulated throw between the two abutting faults (Figure 16A). A reconstruction of the original throw profiles (Figure 16) indicates that the increase in throw along segment AB (35–40 m [115–131 ft]) is broadly similar to the throw values of the two abutting faults at their points of intersection (35–40 m [115–131 ft]). This suggests that the movement of the two abutting north-northeast-faults (faults 240-SAG and 121-SAG) has reactivated segment AB producing a trailing-Previous HitfaultNext Hit segment. This links the two abutting faults to form a trailing Previous HitfaultNext Hit. The increase in throw along the trailing-Previous HitfaultNext Hit segment AB is because it shares the same kinematic motion sense (i.e., downthrown to the east) as the two abutting faults. Therefore, this may be regarded as a synthetic trailing interaction.

Figure 16. Previous HitFaultNext Hit-throw profiles showing examples of trailing Previous HitfaultNext Hit interactions: (A), (B), and (C) show a synthetic trailing Previous HitfaultNext Hit interaction in which two faults abut and reactivate a portion of another Previous HitfaultNext Hit that shares the same motion sense. (A) Plan-view map of the Previous HitfaultNext Hit interaction. In this case, Previous HitfaultNext Hit 207 in (B) is reactivated between intersection points A and B, increasing in throw, because of the abutting interactions of faults 121 and 240 shown in (C); (D), (E), and (F) show an example of an antithetic trailing Previous HitfaultNext Hit in which faults abut and reactivate a portion of another Previous HitfaultNext Hit that has the opposite-motion sense. (D) Plan-view map of the Previous HitfaultNext Hit interaction. In this case, Previous HitfaultNext Hit 199 in (E) is reactivated between intersection points C and E, decreasing in throw, because of interactions with abutting faults 5, 249, and 72 shown in (F). The dashed lines are an estimated reconstruction of the original Previous HitfaultNext Hit-throw profiles before interaction. See Figure 3C for the locations of these faults within the Previous HitfaultNext Hit network.

In addition, examples of antithetic trailing interactions exist between the two Previous HitfaultNext Hit sets (Figure 16D, E, F). These are produced when the trailing segment does not share the same motion sense as the abutting faults. For example, Previous HitfaultNext Hit 199-SAG is a west-northwest–trending Previous HitfaultNext Hit that is downthrown to the west, whereas the abutting faults (faults 240-SAG, 72-SAG, and 5-SAG) are all downthrown to the east (Figure 16F). As a result, marked drops occur in the throw profile of Previous HitfaultNext Hit 199-SAG at intersection point A and between intersection points B and C. The reconstructed throw profile of Previous HitfaultNext Hit 199-SAG (dashed line; Figure 16E) indicates that these decreases in throw match the throw values of the three abutting faults at the points of intersection. Furthermore, the throw profiles of the abutting faults are broadly coherent on either side of Previous HitfaultNext Hit 199-SAG (Figure 16E). This indicates that segment AC on Previous HitfaultNext Hit 199-SAG inversely reactivated and interacted with the three abutting faults producing a kinematic and geometric link between them.

Thus, two types of trailing interactions occur between different Previous HitfaultNext Hit sets. A synthetic trailing interaction produces a trailing Previous HitfaultNext Hit with segments that have the same motion sense (Figure 16). These cause an increase in throw along the trailing segment. Whereas, an antithetic trailing interaction involves abutting faults that have the opposite motion sense to the trailing segment causing inversion of the reactivated trailing segment and a decrease in throw (Figure 16).

In summary, the trailing Previous HitfaultNext Hit interactions involve faults sets that are at a high angle (i.e., orthogonal) to one another. As a result, the pre-existing Previous HitfaultNext Hit is only locally reactivated and acts as a transfer Previous HitfaultNext Hit between the abutting faults, with the reactivated segment being analogous to a linking Previous HitfaultNext Hit that may breach a relay ramp between two parallel Previous HitfaultNext Hit segments. This provides a kinematic link as well as a geometric link between the two abutting faults (Figure 15). Maerten (2000) describes similar trailing interactions between faults from the Chimney Rock Previous HitfaultNext Hit array in central Utah. These include the Bluebell Previous HitfaultNext Hit which has an increase in displacement on a segment between two abutting faults. The segment also has slickensides with different pitch orientations to the rest of the Previous HitfaultNext Hit, indicating reactivation and a kinematic link between the two abutting faults (Maerten, 2000).

EFFECTS OF PRE-EXISTING STRUCTURES AT DEPTH

Analysis of the Previous HitfaultNext Hit network at Milne Point has shown that the deeper SAG horizon has higher Previous HitfaultNext Hit densities and accommodates larger strains in comparison with the KUP horizon. These changes are attributed to an increase in the number and size of the earlier west-northwest–trending faults as the later north-northeast–trending faults have similar density and strain values at each horizon (Table 1). We have suggested that the west-northwest–trending faults are influenced by the pre-existing underlying structural grain that trends northwest–southeast and bounds broad-scale horst and graben structures. This affects the largest faults within the network, which become steeper with depth (Figure 2), increase in throw in the SAG horizon (Figure 6), and are often oriented northwest–southeast matching the underlying structural grain (Figure 3).

To investigate this influence further, Figure 17 shows the throw profiles for a group of four large west-northwest–trending faults (faults i, ii, iii, and iv) at the KUP and SAG horizons. All of these faults downthrow to the southwest, including smaller splay faults and breach faults in relays. In plan view, only faults ii (pink) and iii (orange) are geometrically linked, and these share relay ramps with Previous HitfaultNext Hit i (blue) to the northwest and Previous HitfaultNext Hit iv (turquoise) to the southeast (Figure 14). This suggests that these are interacting Previous HitfaultNext Hit segments at different stages of linkage.

Figure 17. Previous HitFaultNext Hit-throw profiles from (A) the KUP horizon and (B) the SAG horizon of four large west-northwest–trending faults (Faults i, ii, iii, and iv) that share relay ramps and interact with each other with some associated splay faults. The plots show variations in throw for each Previous HitfaultNext Hit along distance X, which increases to the east, indicating an increase in interaction, linkage, and a clockwise rotation with depth. To the right are plan-view maps of the interacting faults. See Figure 3C for the locations of these faults within the Previous HitfaultNext Hit network.

A comparison of the plan-view geometries of the four Previous HitfaultNext Hit segments at each horizon indicates that faults i, iii, and iv are re-oriented further clockwise in the deeper SAG horizon and become aligned with the northwest–southeast structural grain (Figure 17). In addition, the relay ramps between each Previous HitfaultNext Hit segment decrease from ∼750 m (∼2461 ft) at the shallower KUP horizon to ∼250 m (∼820 ft) at the deeper SAG horizon (Figure 17). This indicates that the Previous HitfaultNext Hit segments are becoming more geometrically linked with depth. The geometrical relationship between Previous HitfaultNext Hit iii and the other faults further supports this. In the KUP horizon, Previous HitfaultNext Hit iii (orange) is linked to Previous HitfaultNext Hit ii (pink) by a breach Previous HitfaultNext Hit between intersection points A and B but becomes a throughgoing Previous HitfaultNext Hit in the SAG horizon that spans the distance between faults i (blue) and iv (turquoise), whereas Previous HitfaultNext Hit ii becomes a splay Previous HitfaultNext Hit at intersection point E (Figure 17). Furthermore, in the SAG horizon a breach Previous HitfaultNext Hit forms at intersection point D in the relay between faults i and iii (Figure 17B).

The throw profiles of each Previous HitfaultNext Hit indicate that they accumulate more throw with depth and become more developed. For example, in the KUP horizon Previous HitfaultNext Hit iii (orange) has an incongruent Previous HitfaultNext Hit profile with a splay Previous HitfaultNext Hit (intersection point C) and a breach Previous HitfaultNext Hit (intersection point B) causing large step-like variations in its throw profile (Figure 17A). This matches the splay faults described in Figure 10. However, in the deeper SAG horizon, Previous HitfaultNext Hit iii has a more congruent throw profile along its strike (Figure 17B), indicating that it has a coherent Previous HitfaultNext Hit plane. The throw profiles also indicate that the faults are more kinematically linked in the SAG horizon. For example, the throw profile of Previous HitfaultNext Hit iv (turquoise) has a symmetrical throw profile at the KUP horizon (Figure 17A) but an asymmetrical throw profile in the SAG horizon with a very steep throw gradient at its northwest tip, indicating interaction with Previous HitfaultNext Hit iii (Figure 17B).

Overall, Figure 17 further supports that the development of west-northwest–trending faults was influenced by deeper pre-existing structures. The effect of these underlying structures is characterized by several changes with depth:

1. Clockwise rotation of west-northwest–trending faults with depth as they align themselves with the underlying structural grain (Figure 17);

2. Increase in Previous HitfaultNext Hit dip of larger west-northwest–trending faults (Figures 2, 5);

3. Increase in throw and strain localization onto west-northwest–trending faults (Table 1);

4. Better linkage between large west-northwest–trending faults (Figure 17).

Reactivation of pre-existing structures can often produce and affect new Previous HitfaultNext Hit sets in the overlying stratigraphy (Bailey et al., 2005; Frankowicz and McClay, 2010). For example, Bailey et al. (2005) see similar changes in the spatial development of two normal-Previous HitfaultNext Hit sets in the East Pennines Coalfield (United Kingdom) caused by reactivation of underlying basement faults causing strain localization onto one Previous HitfaultNext Hit set.

As the west-northwest–trending faults are obliquely oriented to the northwest-trending underlying structural grain, it is possible that these were driven by left-lateral transtension along the previous structures. This is supported by the strain orientation of the west-northwest-trending Previous HitfaultNext Hit set, the steepening of the larger faults with depth, and the splaying and rotation of faults into the northwest-trending structural grain, which resembles the organization of faults in upward-splaying flower structures and bifurcating up-tips above left-lateral strike-slip faults (compare McGrath and Davison, 1995; Kim et al., 2004). Furthermore, Giba et al. (2012) show similar characteristics for an obliquely reactivated normal Previous HitfaultNext Hit in the Taranaki Basin, New Zealand, with Previous HitfaultNext Hit splays propagating upward from the reactivated Previous HitfaultNext Hit and rotating to align with the regional stress field.

SUMMARY AND CONCLUSIONS

A normal-Previous HitfaultNext Hit network from onshore Milne Point, Alaska has been analyzed using 3-D seismic reflection data. The network comprises north-northeast–trending and west-northwest–trending Previous HitfaultNext Hit sets, which were analyzed at two stratigraphic horizons: the Kuparuk River and the Sag River formations, which are both hydrocarbon reservoir formations. Analysis shows that the following.

1. Both Previous HitfaultNext Hit orientations are different generations of faulting. We suggest a Jurassic age for the west-northwest–trending faults and a Cenozoic age for the north-northeast–trending faults. It is also probable that there has been later reactivation of parts of the west-northwest–trending faults both during formation of the north-northeast–trending faults and subsequent stress.

2. The north-northeast–trending faults generally dip to the southeast producing a strain with a maximum extension orientation of ∼N103°E. These are consistently developed in both horizons with similar Previous HitfaultNext Hit densities, Previous HitfaultNext Hit sizes, and strains. In contrast, the majority of west-northwest–trending faults dip to the southwest and have a strain tensor with a maximum extension orientation of ∼N30°E. They show variation with depth increasing in size, number, and density, hence accommodating greater strains. The overall strain accommodated by the Previous HitfaultNext Hit network is a superposition of the two strain tensors.

Mapping variations in throw along Previous HitfaultNext Hit planes and around intersections lines (branch lines) allowed the identification of numerous interactions within the Previous HitfaultNext Hit network. Faults can be divided into isolated, abutting, and splaying faults. In general, abutments and cross-cutting faults involve faults from different Previous HitfaultNext Hit sets, whereas splay faults are from the same Previous HitfaultNext Hit set. The different interactions can be characterized by their throw distributions along Previous HitfaultNext Hit planes (summarized in Table 3):

3. Isolated faults produce symmetrical or asymmetrical Previous HitfaultNext Hit profiles depending on the degree of restriction at Previous HitfaultNext Hit tips, which can be identified by high-throw gradient at the restricted tip.

4. Splay faults have a throw maximum at the line of intersection and steadily decrease in throw toward their tip. They accommodate decreases in throw along a larger main Previous HitfaultNext Hit.

5. Abutting faults form a range of throw profiles depending on the timing of abutment during Previous HitfaultNext Hit development. There are two main groups: early-stage abutting faults with throw minima at the abutting and isolated tips and late-stage abutting faults that have grown and accumulated a throw maximum at the abutting tip.

Developing faults within the network also interact with pre-existing structures. These can be oriented at either a high angle or a low angle to each other and have different characteristics (summarized in Table 3):

6. Abutting faults form at high angles to the pre-existing Previous HitfaultNext Hit. As a result, when they grow and accumulate displacement after initial abutment, they locally reactivate the pre-existing Previous HitfaultNext Hit through the transfer of displacement. This can produce a trailing Previous HitfaultNext Hit that links two abutting faults through the reactivated segment of the pre-existing Previous HitfaultNext Hit. The motion sense of the trailing Previous HitfaultNext Hit can either be synthetic or antithetic to the reactivated pre-existing Previous HitfaultNext Hit producing an increase or decrease in throw, respectively.

7. The west-northwest–trending faults have interacted with the similarly oriented underlying northwest–southeast structural grain. This has resulted in reactivation of these pre-existing structures and has influenced the development of the west-northwest–trending faults. These influences are characterized by increases in dip and throw on several faults, strain localization, clockwise rotation of faults, and an increase in linkage maturity.

Overall, this paper provides a robust example of a network analysis applied to a normal-Previous HitfaultNext Hit network with cross-cutting relationships and multiple generations of faulting. Using throw distributions has identified and characterized numerous Previous HitfaultNext Hit interactions as well as the influence of pre-existing structures on network development. It has also characterized different types of reactivation (i.e., local and regional) within Previous HitfaultNext Hit networks. Identification of such interactions is important as it furthers our understanding of the kinematic behavior of faults within a Previous HitfaultNext Hit network.

The geometry of the two generations of faulting means that the two reservoir horizons are at least geometrically compartmentalized by the faults. Therefore, this study has important implications for hydrocarbon exploration in northern Alaska. The identification of areas of local reactivation along Previous HitfaultNext Hit planes, caused by abutting faults or trailing faults, could be particularly useful as this may produce an increased amount of Previous HitfaultNext Hit damage around intersection lines. Small faults and fractures associated with such damage could provide a fluid pathway across a previously sealing Previous HitfaultNext Hit plane. Hence, this could affect reservoir connectivity and/or provide communication between compartments. Therefore, being able to identify such interactions may influence the location of boreholes/wells into a compartmentalized reservoir.

REFERENCES CITED

Aydin, A., 2000. Fractures, faults, and hydrocarbon entrapment, migration and flow: Marine and Petroleum Geology, v. 17, no. 7, p. 797–814, doi: 10.1016/S0264-8172(00)00020-9.

Bailey, W. R., J. J. Walsh, and T. Manzocchi, 2005, Previous HitFaultNext Hit populations, strain distribution and basement Previous HitfaultNext Hit reactivation in the East Pennines Coalfield, UK: Journal of Structural Geology, v. 27, no. 5, p. 913–928, doi: 10.1016/j.jsg.2004.10.014.

Bird, K. J., 1999, Geographic, and geologic setting, in The Oil and Gas Resource Potential of the 1002 Area, Arctic National Wildlife Refuge, Alaska, by ANWR Assessment Team, U.S. Geological Survey Open File Report 98-34: U.S. Geological Survey, Chapter 66, 51 p.

Boswell, R., K. Rose, T. S. Collett, M. Lee, W. Winters, K. A. Lewis, and W. Agena, 2011, Geologic controls on gas hydrate occurrence in the Mount Elbert prospect, Alaska North Slope: Marine and Petroleum Geology, v. 28, no. 2, p. 589–607, doi: 10.1016/j.marpetgeo.2009.12.004.

Bouvier, J., C. Kaars-Sijpesteijn, D. Kluesner, C. Onyejekwe, and R. van der Pal, 1989, Three-dimensional seismic interpretation and Previous HitfaultNext Hit sealing investigations, Nun River Field, Nigeria: AAPG Bulletin, v. 73, no. 11, p. 1397–1414.

Carman, G., and P. Hardwick, 1983, Geology and regional setting of Kuparuk oil field, Alaska: AAPG Bulletin, v. 67, no. 6, p. 1014–1031.

Collett, T. S., 1993, Natural gas hydrates of the Prudhoe Bay and Kuparuk River area, North Slope, Alaska: AAPG Bulletin, v. 77, no. 5, p. 793–812.

Collett, T. S., M. W. Lee, W. F. Agena, J. J. Miller, K. A. Lewis, M. V. Zyrianova, R. Boswell, and T. L. Inks, 2011, Permafrost-associated natural gas hydrate occurrences on the Alaska North Slope: Marine and Petroleum Geology, v. 28, no. 2, p. 279–294, doi: 10.1016/j.marpetgeo.2009.12.001.

Davatzes, N. C., A. Aydin, and P. Eichhubl, 2003, Overprinting faulting mechanisms during the development of multiple Previous HitfaultNext Hit sets in sandstone, Chimney Rock Previous HitfaultNext Hit array, Utah, USA: Tectonophysics, v. 363, no. 1–2, p. 1–18, doi: 10.1016/S0040-1951(02)00647-9.

Dzou, L. I., 2010, Kuparuk oil field, Alaska, a mixture of Kekiktuk gas condensate and Shublik oil: AAPG Bulletin, v. 94, no. 11, p. 1761–1778, doi: 10.1306/06301009167.

Ferrill, D. A., and A. P. Morris, 2001, Displacement gradient and deformation in normal Previous HitfaultNext Hit systems: Journal of Structural Geology, v. 23, p. 619–638, doi: 10.1016/S0191-8141(00)00139-5.

Ferrill, D. A., A. P. Morris, and R. N. McGinnis, 2009, Crossing conjugate normal faults in field exposures and seismic data: AAPG Bulletin, v. 93, no. 11, p. 1471–1488, doi: 10.1306/06250909039.

Fossen, H., T. E. S. Johansen, J. Hesthammer, and A. Rotevatn, 2005, Previous HitFaultNext Hit interaction in porous sandstone and implications for reservoir management: Examples from southern Utah: AAPG Bulletin, v. 89, no. 12, p. 1593–1606, doi: 10.1306/07290505041.

Frankowicz, E., and K. R. McClay, 2010, Extensional Previous HitfaultNext Hit segmentation and linkage, Bonaparte Basin, outer North West Shelf, Australia: AAPG Bulletin, v. 94, no. 7, p. 977–1010, doi: 10.1306/01051009120.

Gartrell, A., W. R. Bailey, and M. Brincat, 2006, A new model for assessing Previous HittrapNext Hit integrity and oil preservation risks associated with postrift Previous HitfaultNext Hit reactivation in the Timor Sea: AAPG Bulletin, v. 90, no. 12, p. 1921–1944, doi: 10.1306/06200605195.

Giba, M., J. J. Walsh, and A. Nicol, 2012, Segmentation and growth of an obliquely reactivated normal Previous HitfaultNext Hit: Journal of Structural Geology, v. 39, p. 253–267, doi: 10.1016/j.jsg.2012.01.004.

Goteti, R., G. Mitra, A. Becene, A. Sussman, and C. Lewis, 2013, Three-dimensional finite-element modeling of Previous HitfaultNext Hit interactions in rift-scale normal Previous HitfaultNext Hit systems: Implications for the late Cenozoic Rio Grande rift of north central New Mexico, in M. R. Hudson, V. J. S. Grauch, eds., New Perspectives on Rio Grande Rift Basins: From Tectonics to Groundwater: Geological Society of America Special Paper 494, p. 157–184, doi: 10.1130/2013.2494(07).

Heidbach, O., M. Tingay, A. Barth, J. Reinecker, D. Kurfeß, and B. Müller, 2010, Global crustal stress pattern based on the World Stress Map database release 2008: Tectonophysics, v. 482, no. 1–4, p. 3–15, doi: 10.1016/j.tecto.2009.07.023.

Hubbard, R., S. Edrich, and R. P. Rattey, 1987, Geologic evolution, and hydrocarbon habitat of the “Arctic Alaska Microplate”: Marine and Petroleum Geology, v. 4, no. 1, p. 2–34, doi: 10.1016/0264-8172(87)90019-5.

Imber, J., G. W. Tuckwell, C. Childs, J. J. Walsh, T. Manzocchi, A. E. Heath, C. G. Bonson, and J. Strand, 2004, Three-dimensional distinct element modeling of relay growth and breaching along normal faults: Journal of Structural Geology, v. 26, p. 1897–1911, doi: 10.1016/j.jsg.2004.02.010.

Jolley, S. J., Q. J. Fisher, and R. B. Ainsworth, 2010, Reservoir compartmentalization: An introduction. Geological Society: London, Special Publications, v. 347, p. 1–8, doi: 10.1144/SP347.1.

Kim, Y.-S., J. R. Andrews, and D. J. Sanderson, 2001, Reactivated strike–slip faults: Examples from north Cornwall, UK: Tectonophysics, v. 340, no. 3–4, p. 173–194, doi 10.1016/S0040-1951(01)00146-9.

Kim, Y.-S., D. C. Peacock, and D. J. Sanderson, 2004, Previous HitFaultNext Hit damage zones: Journal of Structural Geology, v. 26, no. 3, p. 503–517, doi: 10.1016/j.jsg.2003.08.002.

Leveille, G., R. Knipe, C. More, D. Ellis, G. Dudley, G. Jones, Q. J. Fisher, and G. Allinson, 1997, Compartmentalization of Rotliegendes gas reservoirs by sealing faults, Jupiter Fields area, southern North Sea: Geological Society: London, Special Publications, v. 123, p. 87–104, doi: 10.1144/GSL.SP.1997.123.01.06.

Lorenson, T. D., T. S. Collett, and R. B. Hunter, 2011, Gas geochemistry of the Mount Elbert Gas Hydrate Stratigraphic Test Well, Alaska North Slope: Implications for gas hydrate exploration in the Arctic: Marine and Petroleum Geology, v. 28, no. 2, p. 343–360, doi: 10.1016/j.marpetgeo.2010.02.007.

Maerten, L., 2000, Variation in slip on intersecting normal faults-Implications for paleostress inversion: Journal of Geophysical Research, v. 105, no. B11, p. 25553–25565, doi: 10.1029/2000JB900264.

Maerten, L., D. Pollard, and F. Maerten, 2001, Digital mapping of three-dimensional structures of the Chimney Rock Previous HitfaultNext Hit system, central Utah: Journal of Structural Geology, v. 23, no. 4, p. 585–592, doi: 10.1016/S0191-8141(00)00142-5.

Maerten, L., E. J. M. Willemse, D. D. Pollard, and K. Rawnsley, 1999, Slip distributions on intersecting normal faults: Journal of Structural Geology, v. 21, no. 3, p. 259–272, doi: 10.1016/S0191-8141(98)00122-9.

Manighetti, I., G. King, Y. Gaudemer, and C. Scholz, 2001, Slip accumulation and lateral propagation of active normal faults in Afar: Journal of Geophysical Research, v. 106, no. B7, p. 13667–13696, doi: 10.1029/2000JB900454.

Masterson, W., L. Dzou, and A. Holba, 2001, Evidence for biodegradation and evaporative fractionation in West Sak, Kuparuk and Prudhoe Bay field areas, North Slope, Alaska: Organic Geochemistry, v. 32, no. 3, p. 411–441, doi: 10.1016/S0146-6380(00)00187-X.

McGrath, A., and I. Davison, 1995, Damage zone geometry around Previous HitfaultNext Hit tips: Journal of Structural Geology, v. 17, no. 7, p. 1011–1024, doi: 10.1016/0191-8141(94)00116-H.

Muraoka, H., and H. Kamata, 1983, Displacement distribution along minor Previous HitfaultNext Hit traces: Journal of Structural Geology, v. 5, no. 5, p. 483–495, doi: 10.1016/0191-8141(83)90054-8.

Nicol, A., J. Walsh, J. Watterson, and P. Bretan, 1995, Three-dimensional geometry and growth of conjugate normal faults: Journal of Structural Geology, v. 17, no. 6, p. 847–862, doi: 10.1016/0191-8141(94)00109-D.

Nicol, A., J. Watterson, J. Walsh, and C. Childs, 1996, The shapes, major axis orientations and displacement patterns of Previous HitfaultNext Hit surfaces: Journal of Structural Geology, v. 18, no. 2/3, p. 235–248, doi: 10.1016/S0191-8141(96)80047-2.

Nicol, A., J. J. Walsh, P. Villamor, H. Seebeck, and K. R. Berryman, 2010, Normal Previous HitfaultNext Hit interactions, paleoearthquakes and growth in an active rift: Journal of Structural Geology, v. 32, no. 8, p. 1101–1113, doi: 10.1016/j.jsg.2010.06.018.

Ning, S. X., and P. L. McGuire, 2004, Improved Oil Recovery in Under-Saturated Reservoirs Using the US-WAG Process: SPE 89353, 6 p.

Nixon, C. W., D. J. Sanderson, and J. M. Bull, 2011, Deformation within a strike-slip Previous HitfaultNext Hit network at Westward Ho!, Devon UK: Domino vs conjugate faulting: Journal of Structural Geology, v. 33, no. 5, p. 833–843, doi: 10.1016/j.jsg.2011.03.009.

Peacock, D. C. P., and D. J. Sanderson, 1991, Displacements, segment linkage and relay zones in normal Previous HitfaultNext Hit zones: Journal of Structural Geology, v. 13, no. 6, p. 721–733, doi: 10.1016/0191-8141(91)90033-F.

Peacock, D. C. P., and D. J. Sanderson, 1993, Estimating strain from Previous HitfaultNext Hit slip using a line sample: Journal of Structural Geology, v. 15, no. 12, p. 1513–1516, doi: 10.1016/0191-8141(93)90011-X.

Peacock, D. C. P., and D. J. Sanderson, 1996, Effects of propagation rate on displacement variations along faults: Journal of Structural Geology. v. 18, no. 2/3, p. 311–320, doi: 10.1016/S0191-8141(96)80052-6.

Pollard, D., and P. Segall, 1987, Theoretical displacements and stresses near fractures in rock: With applications to faults, joints, veins, dikes, and solution surfaces, in B. Atkinson, ed., Fracture Mechanics of Rock: Academic Press, New York, pp. 277–349.

Schlagenhauf, A., I. Manighetti, J. Malavieille, and S. Dominguez, 2008, Incremental growth of normal faults: Insights from a laser-equipped analog experiment: Earth and Planetary Science Letters, v. 273, no. 3–4, p. 299–311, doi: 10.1016/j.epsl.2008.06.042.

Segall, P., and D. Pollard, 1983, Nucleation and growth of strike slip faults in granite: Journal of Geophysical Research, v. 88, no. B1, p. 555–568, doi: 10.1029/JB088iB01p00555.

Soliva, R., and A. Benedicto, 2004, A linkage criterion for segmented normal faults: Journal of Structural Geology, v. 26, no. 12, p. 2251–2267, doi: 10.1016/j.jsg.2004.06.008.

Soliva, R., and A. Benedicto, 2005, Geometry, scaling relations and spacing of vertically restricted normal faults: Journal of Structural Geology, v. 27, no. 2, p. 317–325, doi: 10.1016/j.jsg.2004.08.010.

Walsh, J., W. Bailey, C. Childs, A. Nicol, and C. Bonson, 2003, Formation of segmented normal faults: a 3-D perspective: Journal of Structural Geology, v. 25, no. 8, p. 1251–1262, doi: 10.1016/S0191-8141(02)00161-X.

Zhao, G., and A. Johnson, 1991, Sequential and incremental formation of conjugate sets of faults. Journal of Structural Geology, v. 13, no. 8, p. 887–895, doi: 10.1016/0191-8141(91)90084-V.

Zoback, M. L., 1992, First- and second-order patterns of stress in the lithosphere: The World Stress Map Project: Journal of Geophysical Research, v. 97, no. B8, p. 11703–11728, doi: 10.1029/92JB00132.

AUTHORS

Casey Nixon received his B.Sc. Honors degree in geology from the University of Edinburgh and his Ph.D. in structural geology from the University of Southampton. He is presently working as a post-doctoral research and teaching fellow at the University of Southampton. His current research interests are Previous HitfaultNext Hit and fracture network analysis, basin dynamics, active rifting, and seismic hazard assessment.

David Sanderson is professor of tectonics and geomechanics at the University of Southampton and a consultant to BP. His main research interests are faulting, fracturing, and fluid flow, with applications in the hydrocarbon, mineral, and engineering industries. He has published over 130 scientific articles and a recent book on distinct element modeling of deformation and fluid flow in fractured rock.

Stephen Dee is a senior structural geologist at BP, working in the Integrated Subsurface Description and Modelling team and consulting on structural and geomechanics projects. He has a Ph.D. from the University of Southampton and specializes in Previous HitfaultTop and fracture interpretation, geomechanical modeling, and seal analysis.

Jonathan Bull is professor of geophysics at the University of Southampton with main research interests in marine seismology and structural geology. He has published more than 70 peer-reviewed publications and has developed and licensed technology related to 3-D marine imaging.

Robert Humphreys received his M.A. degree in natural sciences from Cambridge University, and Ph.D. in structural geology from Cardiff University (UK). He has worked in exploration, production and structural geology technology teams for BP and is currently assisting Alaskan North Slope development. One of his particular interests is developing structural guidelines for seismic interpretation.

Mark Swanson received his M.S. degree in geology from the University of Toledo, Ohio, and has been further trained in geophysics. He has worked in both exploration and production and is presently working on the Milne Point Reservoir Management Team trying to better understand the compartmentalization of this highly faulted field.

ACKNOWLEDGEMENTS

The research presented in this paper was completed as part of a Ph.D. by C. W. Nixon supported financially from a NERC case studentship (NE/H524922/1) with BP. We thank the Milne Point Reservoir Management Team, BP Exploration (Alaska) for provision of the 3-D seismic reflection data used in this article. In particular, we thank Kip Cerveny (team leader, Milne Point Reservoir Management Team) and Rebecca Bailey (geologist, Milne Point) for their input and support. We would also like to thank the Integrated Subsurface Description and Modelling team, BP Exploration (Sunbury) for their logistical and technical support throughout.

The AAPG Editor thanks Senior Associate Editor Richard H. Groshong and the following reviewers for their work on this paper: Daniel Ciulavu, J. Steven Davis, and an anonymous reviewer.

EDITOR’S NOTE

Color versions of Figures 1, 14, and 16 may be seen in the online Open Access version of this paper.