progradational (regressive) strata above (‘downlap
surface’ of Galloway, 1989); or: (2) on the basis of
bathymetric (water-depth) changes, being formed
when the water reaches the deepest peak (i.e., at the
top of a deepening-upward succession; Embry, 2002).
Again, these two methods define surfaces which are
not necessarily superimposed. In the former approach,
the maximum flooding surface corresponds to the
moment in time when the shoreline is at its landward-
most position along each depositional dip section
(Fig. 5.5). In other words, the timing of the maximum
flooding surface depends on the change in the patterns
of sediment supply associated with the shift in shore-
line trajectories, from transgressive to highstand
normal regressive, irrespective of the offshore varia-
tions in subsidence or water depth. Even so, a low
diachroneity is recorded along dip in relation to the
rates of offshore sediment transport. In addition to
this, a more significant diachroneity may exist along
the depositional strike, as variations in subsidence
and sedimentation rates may cause temporally offset
transitions from transgression to regression along
the shoreline (Gill and Cobban, 1973; Martinsen and
Helland-Hansen, 1995). Where offshore sedimentation
rates are very low around the time of maximum shore-
line transgression, determining the maximum flood-
ing surface within a condensed section may be very
difficult; in such cases, the more readily recognizable
base of the overlying terrigenous progradational
wedge (limit between the condensed section and the
overlying progradational shoreface facies in Fig. 5.5)
may be approximated as the downlap surface. This
‘maximum flooding surface’ (in reality, a facies contact
within the highstand systems tract) is, however, highly
diachronous, with the rates of highstand shoreline
regression, which can be emphasized using volcanic
ash layers as time markers (Ito and O’Hara, 1994). The
real maximum flooding surface, which corresponds to
the peak of finest sediment at the top of the retrograd-
ing succession, has a much lower diachroneity and lies
at the heart of the condensed section. Most importantly,
maximum flooding (and maximum regressive) surfaces
defined on the basis of stratal stacking patterns have a
basin-wide extent, as they reflect major changes in sedi-
ment supply and depositional trends that are triggered
by shifts in shoreline trajectories, in a manner that is
independent of the offshore variability in water depth.
The second method of definition implies a poten-
tially highly diachronous maximum flooding surface
along both dip and strike, as the timing of the peak of
deepest water depends on the variations in sedimenta-
tion and subsidence rates across the basin. As noted by
Naish and Kamp (1997), T. Naish (pers. comm., 1998),
Catuneanu et al. (1998b) and Vecsei and Duringer
(2003), the maximum water depth often occurs within
the highstand (normal regressive) progradational
wedge (Fig. 7.18). Thus, the boundary between
prograding and retrograding geometries (‘downlap
surface’) corresponds to a physical surface, recognizable
on the basis of stratal stacking patterns (e.g., Figs. 4.39
and 4.40); in contrast, the surface that marks the peak
of deepest water may be undeterminable lithologi-
cally, and may only be identified by using benthic
foraminiferal paleobathymetry. The latter ‘maximum
flooding surface,’ taken at the top of a deepening-
upward succession, is younger in areas of lower
sedimentation and higher subsidence rates, where the
transition from deepening to shallowing occurs later,
although this diachroneity is considered ‘low’ (Embry,
2002). The diachroneity rate that may characterize
this type of surface, defined on water-depth changes,
is quantified below by means of numerical modeling.
Besides the actual degree of diachroneity, what hampers
the applicability of maximum flooding surfaces defined
at the top of ‘deepening-upward’ successions most is
their spatial restriction to shallower areas within the
marine basin, where cycles of water deepening and
shallowing accompany the transgressive—regressive
shifts of the shoreline. Outside of these areas, the
actively subsiding portions of the basin may record
continuous water deepening during several base-level
cycles at the shoreline, as a result of subsidence rates
outpacing the sum of sea-level change and sedimenta-
tion (Catuneanu et al., 1998b).
End-member boundary conditions can be applied
to surfaces formed as a result of the complex interplay
between eustasy, subsidence, and sedimentation, such
as the maximum regressive and maximum flooding
surfaces defined on the basis of water-depth changes.
The temporal significance of these surfaces will be
compared with the timing of surfaces defined on the
basis of stratal stacking patterns.
Two-dimensional Model
To illustrate the effect that subsidence and sedimen-
tation rates have on the timing of maximum regressive
and maximum flooding surfaces defined on the basis
of bathymetric changes, a simple two-dimensional
geometrical basin model applied to a marine shelf
setting is constructed, which is referred to in the follow-
ing as Profile A. The model considers eustasy as the
highest-frequency variable, to facilitate comparison with
the depositional sequence model of Posamentier et al.
(1988), but similar results may be obtained by taking
subsidence as the higher-frequency parameter instead.
The input values used for the variable rates of change
are obtained from the literature (Pitman, 1978; Pitman
and Golovchenko, 1983; Angevine, 1989; Galloway, 1989;
Jordan and Flemings, 1991; Macdonald, 1991; Frostick
and Steel, 1993).
METHODS OF DEFINITION OF STRATIGRAPHIC SURFACES 311