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393 Opara et al., Application of Finite…
FUTOJNLS 2018 VOLUME- 4, ISSUE- 1. PP- 393 - 408
Futo Journal Series (FUTOJNLS)
e-ISSN : 2476-8456 p-ISSN : 2467-8325
Volume-4, Issue-1, pp- 393 - 408
www.futojnls.org
Research Paper July 2018
Application of Finite Markov Chain Model to the Lithofacies
Analysis of Successions of Mamu Formation Sediments in Parts of
Southeastern Nigeria
Onyekuru S.O., Iwuagwu, C.J. and *Opara K.D.
Department of Geology, Federal University of Technology, Owerri, Imo State, Nigeria
*Corresponding Author’s Email: [email protected]
Abstract
Finite Markovian Chain stochastic process was used in this study as an appropriate quantitative method for defining lithofacies succession trends, analysis and correlation. The model was used to distil lithofacies successions of the Mamu Formation sediments in the study area for a more realistic determination of environment of deposition (EOD). Six (6) lithofacies (F1-F6) were recognized from the six (6) outcropping profiles of the formation in the study area. A coarsening upward transition pattern was established from the depositional model generated from the composite Facies Relationship Diagram indicating prograding shoreline lithofacies assemblages. The transition patterns have memory functions (markovian) because computed Chi-Square (X2) value at 250 of freedom (85.62) is higher than the X2 value of 37.65 at 95 % confidence limit and 250 of freedom. This condition thus established a genetic link between successive lithofacies and consequently the environments of deposition of the deposits. The inferred environment of deposition (EOD) ranged from open marine through lower delta front (distal bar) to nearshore with occasional fluvial influences.
Keywords: Chain, environment, facies, markovian, memory, succession
1. Introduction
The key to the interpretation of depositional environments using sedimentary facies is
to combine observations on spatial relationships and internal characteristics of sedimentary
units (lithology and sedimentary structures) with information from other well-studied
stratigraphic units and particularly, studies of modern sedimentary environments (Walker,
1984; Wilson &Schieber, 2015). Traditionally, sedimentary environments and models are
reconstructed based on visual description of these variables which are subjective. The
interpretations of environment of depositions (EOD) from environmental models derived from
such subjective data are sometimes erroneous. Hence the need for semi-quantitative and
quantitative techniques for data analysis to complement descriptive stratigraphic analysis
(Krumbien and Dacey, 1969; Selley, 1969; Miall, 1973; Perimutter and DeazambujaFilho,
2005). Techniques, such as finite markov chain, time series and time spectral analyses
provide multiple working hypotheses to detect and define stratigraphic succession trends.
394 Opara et al., Application of Finite…
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The Markov Chain Process is stochastic: that in which an event is probabilistically
dependent on preceding event. It uses a lithology versus order relationship to structure a
Markov model for stratigraphic analysis.
The Markov model therefore, assumes that a lithofacies state is influenced by that of the
underlying lithofacies. This historical link between the events is called “memory function”
(Feng, 2018; Selley, 1969; Krumbien and Dacey, 1969). Selley (1969) described three
models of structuring lithofacies states observed in the field for finite Markov analysis. These
are:
- The regular Markov Matrix where stratigraphic intervals are sampled at fixed or
regular vertical intervals of equal thickness. This method gives an accurate measure
of the relative frequencies of the lithofacies types in the sections but does not
emphasize changes in the depositional environment;
The embedded Markov Matrix which emphasizes every lithological change and a
good method for understanding the evolution of depositional environments and
processes, and
The multistory Markov Matrix which is a variant of the embedded Markov Matrix in
which lithofacies change is important but multistorylithologies (where similar
lithofacies but with different texture or sedimentary structures) are also counted.
In numerous previous studies, markov chain analyses have shown that conditional
probabilistic relationships (knowledge of an event/facies defines the probability of a following
event/facies) exist among vertical facies successions (Iwuagwu, 1993; Lehrmann and
Rankey, 1999; Parks et al., 2000; Davis, 2002; Wilkinson et al., 2003). The analysis has
therefore emerged as useful quantitative tool for investigations into potential linkages
between lateral, temporal and sedimentological dynamics in the tradition of comparative
sedimentology (Ginsburg, 1974).The application of markov chain analysis in the study of
Campano-MaastrichtianMamu Formation sediments in the Okigwe-Uturu area was aimed to
introduce objectivity and precision in the analysis of lithofacies for the interpretation of EOD
from generated stratigraphic summaries (models).
2. Study Area Description
The study was carried out using successions enclosed within Longitudes 7°20' and 7°35'E
and Latitudes 5°45'and 5°55' N, covering Uturu, Okigwe, Ihube and Leru towns, in
southeastern Nigeria (Fig. 1).
395 Opara et al., Application of Finite…
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Figure 1: Location map of the study area
The origin of the Anambra Basin is intimately related to the development of the
Benue Rift. The Benue Rift was installed as the failed arm of a triple fracture (rift) system,
during the breakup of the Gondwana supercontinent and the opening up of the southern
Atlantic and Indian Oceans in the Jurassic (Burke et al., 1972; Benkhelil, 1989; Hoque and
Nwajide, 1984; Fairhead, 1988, Nwajide, 2013). The initial synrift sedimentation in the
embryonic trough occurred during the Aptian to early Albian and comprised of alluvial fans
and lacustrine sediments of the Mamfe Formation in the southern Benue Trough. Two cycles
of marine transgressions and regressions from the middle Albian to the Coniacianinfilled the
ancestral trough with mudrocks, sandstones and limestones with an estimated thickness of
3,500 m (Murat, 1972; Hoque, 1977). These sediments belong to the Asu River Group
(Albian), the Odukpani Formation (Cenomanian), the Ezeaku Group (Turonian) and the
Awgu Shale (Coniacian). During the Santonianepeirogenic tectonics, these sediments
underwent folding and uplifted into the Abakaliki - Benue Anticlinorium (Murat, 1972) with
simultaneous subsidence creating the Anambra Basin and Afikpo Sub- basins to the
northwest and southeast of the folded belt respectively (Murat, 1972; Burke, 1972; Obi,
2000; Mode and Onuoha, 2001). The Abakaliki Anticlinorium later served as a sediment
dispersal center from which sediments were shifted into the Anambra Basin and Afikpo
Syncline (Nwajide, 2005). The Oban Masif, southwestern Nigeria Basement Craton and the
Cameroon Basement Complex also served as sources of the sediments in the Anambra
Basin (Hoque and Ezepue, 1977; Amajor, 1987; Nwajide an Reijers, 1996; Onu, 2017).
Sedimentary events that occurred in the Anambra Basin after the Santonianepeirogeny
included: the Campanian - Early Maastrichtian transgression that deposited the Nkporo
Group (i.e. the Enugu Formation, Owelli Sandstone and Nkporo Shale) as basal units,
followed by the Maastrichtian regressive event during which the coal measures (i.e. the
Mamu, Ajali and Nsukka Formations) were deposited (Fig. 2; Table 1).
OKIGWE
Ihube
Km75Km74
Leru
Lekwesi
Lokpanta
Lokpaukwu
Isuochi
Amuda
km65
E7020I E7030I
E7020I E7030I
N5047I N5047I
N5056I N5056I
Towns
Sample pointsMinor roadsMajor road
Ihube
Leru
Ezinachi
Lokpaukwu
Lekwesi
Lokpanta
Agbogugu
Isuochi
7020’E 7025’E 7030’E
Km 65
50 45’N
50 50’N
50 55’N
50 45’N
50 50’N
50 55’N
7020’E 7025’E 7030’E
Sample Location
Other towns
Major Road
Other Roads
1:200,000
LEGEND
Km 74
Km 75
1:200,000
LEGEND
396 Opara et al., Application of Finite…
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Figure 2. Geologic map of the study area (modified from NGSA, 2004)
Table 2.1: Correlation Chart for Early Cretaceous Tertiary Strata in the Southeastern Nigeria. After Nwajide, 2013.
OKIGWE
Ihube
Km75Km74
Leru
Lekwesi
Lokpanta
Lokpaukwu
Isuochi
Amuda
km65
E7020I E7030I
E7020I E7030I
N5047I N5047I
N5056I N5056I
Imo Formation
Nsukka Formation
Ajali Sandstone
Mamu Formation
Nkporo Formation
Ezeaku Formation
Asu River Group
Sample points
Ihube
Leru
Ezinachi
Lokpaukwu
Lekwesi
Lokpanta
Agbogugu
Isuochi
7020’E 7025’E 7030’E
Km 65
50 45’N
50 50’N
50 55’N
50 45’N
50 50’N
50 55’N
7020’E 7025’E 7030’E
Sample Location
Other towns
Major Road
Other Roads
1:200,000
LEGEND
Km 74
Km 75
LEGEND
Awgu Shale
Imo Formation
Nsukka Formation
Ajali Formation
Mamu Formation
NkporoFm
NkporoShale
EnuguFm
OwelliSs
AfikpoSs
OtobiSs
LafiaSs
Agwu Formation
Niger Delta
Anambra Basin
SouthernBenueTrough
Thanetian
Danian
Maastrichtian
Campanian
Santonian
Akata Formation
Eocene Ameki/Nanka Fm/Nsugbe Sandstone (Ameki Group)
Agbada Formation
Oligocene-Recent
Benin FormationOgwashi-Asaba Fm
Age Basin Stratigraphic Units
Imo Formation
Nsukka Formation
Ajali Formation
Mamu Formation
NkporoFm
NkporoShale
EnuguFm
OwelliSs
AfikpoSs
OtobiSs
LafiaSs
Agwu Formation
Niger Delta
Anambra Basin
SouthernBenueTrough
Thanetian
Danian
Maastrichtian
Campanian
Santonian
397 Opara et al., Application of Finite…
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3. Methodology
Lithostratigraphic mapping was carried out by identifying and describing outcropping profiles
in the study area. Simple traverses were made along major and minor roads in the mapped
area. Described outcrop sections covered parts of Okigwe, Ihube and Leru. Four sections of
the outcropping profiles of Mamu Formation at the Okigwe-Leru Axis carefully logged,
described and referenced to the base map, revealed six lithofacies. Each lithofacies was
delimited on the basis of gross lithology, texture, sedimentary structures and nature of
bedding surface discontinuity.
Lithologs were drawn to capture lithology, bed thickness, sedimentary structures and
bedding contacts. Outcrop locations were geo-referenced with the aid of Global Positioning
System (GPS). Essential sedimentary and structural features were also taken.
Facies were identified, described and subjected to statistical Markov Chain analysis. In the
first order Markov event, a lithofacies state, Fj observed at point n, depends on the
lithofacies state, Fi observed at point (n-1). The transition probability of a lithofacies state, Fj
observed at point n, given that the lithofacies state is now in state Fi, at point (n-1) is
denoted by equation 1:
Pij (n-1 , n) = P(Fjn/Fin-1) (Selley, 1969) 1
It is the multistory Markov Chain process that is applied in this study. The transition count
matrix (TCM) will be such that along the principal diagonal of the erected matrix, the values
will be zero (Fij = 0).
4. Results
Field Observations
Identified lithofacies and their distinguishing features are described thus:
Facies 1 (F1): Dark blue-grey laminated shale facies
This facies is comprised of bluish to greyish shale with a thickness range of 1 to 3 m. The
grain size of this facies is clay. The shales are fissile and highly cleaved, argillaceous in
nature and post depositional joints are present. The shale facies contains pyritic nodules or
spheroidal secondary structures (concretions). The deep bluish variety is often calcareous
with fossilized body parts of marine organisms.
Facies 2 (F2): Siltstone/claystonefacies
The facies comprises of light grey to brown variegated and mottled siltstone and claystone.
The facies is rippled or parallel laminated in places. It is slightly sandy and carbonaceous
with comminuted plant remains. Individual occurrences of this facies are averagely about
2m in thick.
Facies 3 (F3): Poorly stratified sandstone facies
The lithology of this facies is a very fine to medium grained sandstone. The facies is rippled,
mainly with asymmetrical ripples, however, they assume symmetrical occasionally. The
ripple laminations sometimes show bidirectional orientations indicating reversal of the
depositing current. The units are also often bioturbated. Recognized burrows include the
straight and branched forms of Rhizocorallium and Ophiomorphanodosa.
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Facies 4 (F4): Planar cross-bedded sandstone facies
The Planar cross-stratified sandstone facies is characterized by sets of planar-tabular cross-
beds that occur as single sets or co-sets. The sandstone of this facieshave cementing
materials that are ferruginous and argillaceous. Height of the planar cross-strata varies from
0.10 to 0.80m. The grainsize varies from medium to coarse-grained sand.
Facies 5 (F5): Pebbly to conglomeritic sandstone facies
The facies is composed of clasts of pebbles in a predominantly sandstone lithology. The
clasts are moderately sorted and subangular to subrounded in shape. The size of the clast
ranges from 1 to 3 mm. Beds of this facies maintain slightly erosional contacts with the
underlying beds and are often ferruginized.
Facies 6 (F6): Trough cross-bedded sandstone facies
This facies consists of distinct sets of cross-beds with troughs. The facies is characterized by
light yellow to yellowish brown color, medium to coarse grained, The sandstone is
moderately hard and compact and resistant. The grains are sub-angular to sub-rounded and
moderately sorted.
Figure 3: The lithofacies section at km 65 Uturu-Afikpo road
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
10
8
7
6
5
4
3
2
1
0Cl Si Fs Ms Cs Gr
Light grey mottled
claystone/siltstone capped
with lateritic sandstone
Dark grey laminated shale
F1
F2
F1
Reddish brown claystone
greyish brown mottled
claystone/siltstone
Dark grey laminated shale
with pyritic concretions
Dark grey laminated shale
with thin band of coaly
shale
F2
F2
F1
Shale
Siltstone
Claystone
Coal
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Figure 4: The lithofacies section at km 75 Enugu-Port Harcourt express road
Figure 5: The lithofacies section at km 74 Enugu-Port Harcourt express road
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
20
18
16
14
12
10
8
6
4
2
0
Cl Si Fs Ms Cs Gr
F3
F1
F3Vf-m grained ripple laminated
and bioturbated sandstone
Dark grey laminated pyritic
shale
Medium grained planar
cross bedded sandstone
Vf grained silty sandstone
Medium to coarse grained
trough cross bedded sandstone
Vf grained silty sandstone
Dark grey laminated shale
Medium to coarse grained
trough cross bedded sandstone
Vf grained silty sandstone and
slightly bioturbated
Dark grey laminated shale
F1
F6
F3
F1
F6
F4
F3
Shale
Siltstone
Sandstone
Claystone
Cross bed
Bioturbation
Trough Cross beds
Pebbly sandstone band F5
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
7
6
5
4
3
2
1
0Cl Si Fs Ms Cs Gr
Siltstone/mottled claystone
Brownish mottled
claystone and siltstone F2
F2
Medium to coarse grained
planar cross-bedded
sandstone
Coarse grained trough
cross bedded sandstone
Fine to medium grained
ripple laminted silty
sandstone
Dark grey laminated shale
F4
F6
F3
F1
Siltstone/mottled claystone
Dark grey laminated shale
F2
F1
Shale
Siltstone
Sandstone
Claystone
Cross bed
Bioturbation
Trough Cross beds
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Figure 6: The lithofacies section at NkwoaguUmunneoche off Leru junction
Figure 7: The lithofacies section at km 52 near Leru junction on the Port Harcourt bound
side of Enugu-Port Harcourt Expressway
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
6
5
4
3
2
1
0Cl Si Fs Ms Cs Gr
Light grey mottled
claystone/siltstone
Medium grained planar
cross bedded sandstone
Medium to coarse grained
Bioturbated sandstone
Dark grey laminated shaleF1
F3
F4
F2
F2Reddish brown claystone
Shale
Siltstone
Sandstone
Claystone
Cross bed
Bioturbation
Ferruginized pebbly sandstone
bandF5
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
10
8
6
4
2
0Cl Si Fs Ms Cs Gr
Dark grey laminated shaleF1
F3
F6
F2Ripple laminated sitlstone
Shale
Siltstone
Sandstone
Claystone
Cross bed
Bioturbation
F3Fine to medium grained
ligt grey sandstone
Bioturbated siltstone
Dark grey laminated shale
Medium-coarse grained
ripple bedded sandstone
conglomeritic sandstone
F2
F1
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Figure 8: The lithofacies section near Total filling station along Okigwe-University road,
Okigwe town
Figure 9. Planar cross bedding at km 74 Enugu-Port Harcourt express road.
Thickness
(m) Lithology Cl Si Fs Ms Cs Gr
Description Facies Environment
12
11
10
8
6
4
2
0Cl Si Fs Ms Cs Gr
Clayey feldspathic
sandstone
F3
F2
F5
Medium grained plannar
cross bedded sandstone
Shale
Siltstone
Sandstone
Claystone
Cross bed
Bioturbation
F3Fine to medium grained
ligt grey sandstone
Deep blue to dark grey
carbonaceous and
laminated shale with fish
teeth fossil
F1
Conglomeritic sandstone
Greyish mudstone
F4
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Figure 10. The Road cut exposure at NkwoaguUmunneoche showing the basal shale unit
and overlying sandstone and mudstone units.
Figure 11: Sharp and near concordant contact between Mamu Formation and Ajali
Sandstone at km 65 section Uturu-Afikpo road
The six lithofacies were structured into a multistory Markov Model in the form of a tally matrix
to indicate the observed cumulative number of times which a particular lithofacies state
overlies another.
Table 1 shows the Transition Count Matrix (TCM) for the lithofacies observed in the study
area. An Independent Trial Matrix (ITM) was computed from the TCM using the formula:
( )
2
AJALI SANDSTONE
MAMU FORMATION
Coal Seam
403 Opara et al., Application of Finite…
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Where Ct = Column total, Rt = Row Total, T = Total number of transitions
In the Independent Trial Matrix, (ITM), the frequency with which each lithofacies underlies
another is proportional to its relative abundance, although no lithofacies transition pattern is
obvious. Table 2 shows the Independent Trial Matrix (ITM) for structured lithofacies.
However, when the Difference Matrix (DM) is calculated, lithofacies transition patterns and
their frequencies become visible. The Difference Matrix (DM) is calculated for each
corresponding cell using:
3
Table 3 is the Difference Matrix computed from the structured TCM and ITM for the logged
sections in the Okigwe-Uturu axis. The positive values in the Difference Matrix (DM) illustrate
the Markovian property and reflect the transitions that have greater than random
frequencies.
Table 1: Transition Count Matrix (TCM)
F1 F2 F3 F4 F5 F6 Rt
F1 0 8 4 0 0 0 12
F2 5 0 3 0 0 0 8
F3 0 0 0 3 0 4 7
F4 0 1 0 0 3 0 4
F5 1 2 0 0 0 0 3
F6 1 0 2 1 0 0 4
Ct 7 11 9 4 3 4 38
Table 2: Independent Trial Matrix (ITM)
F1 F2 F3 F4 F5 F6
F1 2.21 3.47 2.84 1.26 0.95 1.26
F2 1.47 2.32 1.89 0.84 0.63 0.84
F3 1.3 2.03 1.66 0.74 0.55 0.74
F4 0.74 0.74 0.95 0.42 0.32 0.42
F5 0.55 0.87 0.71 0.32 0.24 0.32
F6 0.74 1.16 0.95 0.42 0.32 0.42
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Table 3: Difference Matrix (DM)
F1 F2 F3 F4 F5 F6
F1 -2.21 4.53 1.16 -1.26 -0.95 -1.26
F2 3.53 -2.32 1.11 -0.84 -0.63 -0.84
F3 -1.3 -2.03 -1.66 2.26 -0.55 3.26
F4 -0.74 0.26 -0.95 -0.42 2.68 -0.42
F5 0.45 1.13 -0.71 -0.32 -0.24 -0.32
F6 0.26 -1.16 1.29 0.58 -0.32 -0.42
To determine if this transition pattern is a product of chance events (i.e. random) or of if the
sedimentation process had a “memory function” (i.eMarkovian), a test of significance was
applied to the result.
The Chi-Square (X2) Test has been used by several authors for this purpose (Miall, 1973;
Bernajee, 1979). In this test, a null hypothesis, HO is proposed which assumes that the
transition pattern generated by the sedimentary process was random (i.e non Markovian).
The X2 test is used to reject or uphold this hypothesis.
The Chi-Square value is calculated with the formula
∑( )
( ) 5
Where DM = Difference Matrix and ITM = Independent Trial Matrix. Table 4 shows the result
of the computed X2 value from the lithofacies transition patterns of the sections of Mamu
Formation studied showing a Chi-Square (X2) value of 85.62.
The number of Degree of Freedom is given as the square of the difference between the
number of facies with non-zero entries in the Independent Trial Matrix minus one.
DF = (N-1)2= (6-1)2 = 250 6
Where N = number of lithofacies in ITM with non-zero entries.
Table 4: Result of the Chi-Square (X2) Test
F1 F2 F3 F4 F5 F6
F1 2.21 5.91 0.474 1.26 0.95 1.26
F2 8.48 2.32 0.652 0.84 0.63 0.84
F3 1.3 2.03 1.66 6.9 0.55 14.36
F4 0.74 0.09 0.95 0.42 22.4 0.42
F5 0.37 1.47 0.71 0.32 0.24 0.32
F6 0.09 1.16 1.752 0.8 0.32 0.42
X2 = ∑ 85.62
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5. Discussion
In this study, the computed X2 value at 250 of Freedom from the Chi-Square table is 85.62
which is higher than X2 value at 95% confidence limit at 250 of Freedom from the Chi-Square
Table given as 37.65. If the computed X2 value is higher than the limiting X2 value at 95%
confidence interval from the Chi-Square Table, then null hypothesis (HO) is rejected (i.e
sedimentary process is Markovian and not random) (Miall, 1973; Bernajee, 1979; Selly,
1969). If on the other hand X2 value is lower than the limiting X2 value at 95% confidence
interval, then null hypothesis is accepted (i.e sedimentary process is non-Markovian and
random.
The null hypothesis, (HO) is rejected; therefore the Lithofacies transition pattern is Markovian
with “memory function”.
To visualize the facies transition pattern, a composite Facies Relationship Diagram (FRD)
(Fig. 12) is constructed to represent lithofacies path lines using the positive entries in the
Difference Matrix (Miall, 1973). A model (Fig. 13) was also generated from the FRD pattern
depicting a coarsening upward trend typical of a regressive shoreline.
The thick, dark grey to black shalesfacies are interpreted as shallow to open marine
deposits.The succession exhibits “sandier (coarsening) upward” motif characterized by
poorly stratified sandstone, cross stratified sandstone (planar and trough) and pebbly
sandstone facies often interpreted as “shoaling upward” or progradation (Reading, 1986).
These can be interpreted as the sedimentary deposits of the lower delta front (distal bar) to
near-shore environment with occasional fluvial influence. These facies are thus assigned to
marginal marine (near-shore to shoreface) environment. The trough cross bedded
sandstone may be the result of scour and channel fill features. The facies show a cut and fill
events during the initial stage of deposition at higher hydrodynamic condition and high
sediment (Walker and Cant, 1984). The planar cross bedded sandstone represents
transverse bar, point bar and sand wave in active part of channel supply. The rippled and
mottled claystone/siltstone facies are interpreted as tidal/fluvial/ flood plain deposits in marsh
and coastal swamp setting.
(Cant and Walker, 1984; Miall, 1978).The poorly stratified sandstone facies represents the
tendency to form at the final stage of channel in filling when stream power reaches a
minimum traction level (Harms, et al, 1982). This type of facies can be originated when wave
or current ripples are produced and migrate on a sediment surface (Reineck and
Wunderlich, 1970). It is most abundantly developed in sandy intertidal flat, part of channel,
bar and inactive part channel (Smith, 1974; Miall, 1978). In almost any environment with
non-cohesive sediment small current ripple bedding is produced. This may also be
generated when wave interacts with reversal of flow in shallow tidal environment.
406 Opara et al., Application of Finite…
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Figure 12: Composite Facies Relationship Diagram for the Lithofacies
Figure 13: Lithofacies model for sections in the study area using the probability Difference
Matrix
6. Conclusion
Owing to unavailability of subcrop data that could ensure continuity in sedimentary
succession, the finite Markov Chain stochastic process has been utilized in this paper to
distill the lithofacies pattern on outcrops of the Mamu Formation exposed around the
Okigwe-Uturu axis Anambra Basin SE Nigeria which was masked severely by several
erosion truncation surfaces and road construction activities. A coarsening upward transition
pattern is documented in the logged sections. The transition pattern was also found to
Markovian, indicating historical links between the underlying lithofacies, and consequently
the environments of deposition. The environment of deposition ranged from open marine
through lower delta front (distal bar) to near-shore environment with occasional fluvial
influence. Finite Markovian Chain Stochastic Process has been shown in this study to be
appropriate quantitative method for defining Lithofacies trends. This method can be utilized
in oil well lithofacies data analysis and local and field-wide correlation especially in the light
of increased interest in the Nigeria’s frontier basins.
F1 F3 F4 F6
F5
F2
0.26
1.29
0.58
2.68
0.45
1.16
4.53
3.531.11
3.26
1.13
Facies 1
Facies 2
Facies 3
Facies 4
Facies 5
Facies 6
407 Opara et al., Application of Finite…
FUTOJNLS 2018 VOLUME- 4, ISSUE- 1. PP- 393 - 408
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