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GeoscienceSedimentary rocks and environments Intermediate 22 min read

Coastal, shallow-marine and deep-marine environments

Coastal and marine depositional environments are belts that run from river mouths and beaches, across the shallow shelf, to the continental slope and the floor of the deep-water basin. Waves, tides, storms and gravity flows rework the sediment here, and each belt leaves its own sand bodies. These are the distributary channels (branches of a river) and mouth bars of deltas; coastal sand sheets and barrier islands; tidal channels and estuaries; storm sands of the shelf; and the channels and lobes of submarine fans.

Why it matters

Clastic reservoirs (made of rock fragments) of marine and coastal origin are among the most widespread. The environment suggests the shape and size of the bodies, their orientation relative to the ancient shoreline, and the nature of the heterogeneity. It also suggests where to look for a seal and a stratigraphic trap. We can trace a coastal sandstone for tens of kilometres along the shore, and a mouth bar for kilometres from the river mouth. But a neighbouring well may miss a delta distributary channel hundreds of metres wide. A submarine fan lobe covers tens or hundreds of square kilometres. The sand in a slope channel, however, changes sharply from its axis to its margin. The well spacing, the correlation of layers and the waterflood scheme all depend on this.

Quick refresher

  • From the shore seaward come the beach and shoreface, down to fair-weather wave base; the offshore transition zone, down to storm wave base; the shelf; the continental slope; and the basin floor. (A wave base is the depth to which waves stir the bed.) Waves keep sand near the shore, and storms, tidal currents and gravity flows carry it into deeper water.
  • The balance of river, waves and tides sets the shape of a delta. The river builds protruding lobes with distributary channels and mouth bars. Waves rework sand into beach ridges along the shore. Tides rework it into sand ridges elongated across the shore.
  • As it advances into the sea, the shoreline builds up a sand wedge. The depth of the toe (the lower edge) of the shoreface sets its thickness, and the sand supply and time set its width: v=qs/Hv = q_s/H. Coastal sand sheets are the most laterally continuous clastic reservoirs.
  • Barrier islands are sand ridges along the shore, separated from the land by a lagoon and cut by tidal inlets. On coasts with tides above 4 m they are, as a rule, absent.
  • Turbidity currents and debris flows bring sand into deep water. Channels on the slope are narrow, and their sand changes from axis to margin. Lobes at the channel mouths are sand sheets kilometres wide. The amalgamation ratio (the share of contacts between beds where sand lies directly on sand) shows the position of a well in a channel: about 0.6 at the axis and less than 0.1 at the margin.
  • The clays of flooding surfaces are continuous over a large area, so they are seals and key markers. Barrier sandstones, coastal sands that pinch out, incised valleys, channels and lobes provide stratigraphic traps.
Key relationships
v=qsH,W=v tv = \dfrac{q_s}{H},\qquad W = v\,t

rate of shoreline advance and width of the coastal sand sheet

AR=naN−1AR = \dfrac{n_a}{N - 1}

amalgamation ratio: “sand-on-sand” contacts among all N−1N - 1 contacts of NN beds

P=1−dWP = 1 - \dfrac{d}{W}

probability that a body of width WW reaches a well at distance dd across its axis

Common pitfalls
  • Treating wave bases as constant depths: they depend on the wave climate of the particular basin and serve as guides.
  • Transferring the structure of a river-dominated delta to a delta reworked by waves or tides.
  • Taking all deep-water sandstones for lobes: in a channel the sand changes sharply from axis to margin.
  • Connecting “sand with sand” across delta distributary channels and slope channels on a grid of hundreds of metres.
  • Judging the thinly bedded sands of levees and lobe margins to be non-reservoir from GR alone.

After this lesson you can

  • describe the belts from the shore to the floor of the deep-water basin and the processes that control sedimentation in each, including the classes of coast by tidal range
  • distinguish river-, wave- and tide-dominated deltas by shape and sand bodies, and explain how distributary channels, mouth bars and the clays of interdistributary bays affect waterflooding
  • explain how beaches, strandplains and barrier islands grow, and estimate from the sand supply how far the shoreline advances
  • describe tidal flats and channels, estuaries, incised valleys, and the storm and tidal sand bodies of the shelf
  • describe submarine fans — channels, levees, lobes, slump units — and find from core the position of a well in a channel, using the amalgamation of beds and the sand fraction
  • compare the sizes of typical sand bodies with the well grid and draw conclusions for exploration and development

From the shore to the basin floor

Four forces distribute the sediment that rivers carry to the sea. Waves rework the sand near the shore and keep it in shallow water. Ordinary waves disturb the bed only down to fair-weather wave base, and storm waves down to the deeper storm wave base (wave base). Tides drive water back and forth, and in narrow passages they speed up currents that can roll sand along. Storms carry sand out of shallow water into deeper water. Gravity flows (slides, debris flows and turbidity currents) dump sediment down the slope to its foot.

We distinguish several belts from the shore to the sea. The beach includes the backshore, which only a storm floods, and the foreshore (the swash zone, where waves run up the beach) between the high-water and low-water levels. Below the beach, down to fair-weather wave base, lies the shoreface, where sand is constantly in motion. Below the shoreface is the offshore transition zone, down to storm wave base, where storm sands alternate with clays. Farther out is the shelf. It descends gently to depths of a few hundred metres, as far as the shelf break. Beyond the shelf break are the continental slope and the slope toe, which leads out to the basin floor.

Belts from the shore to the basin floorfair-weather wave basestorm wave basedelta plainbeach and shorefaceshelfshelf breakoffshore transition: storm sandsslope: submarine channelbasin floor: lobewater surface is sea level; scales schematic

A schematic profile from left to right. On the left is land with a delta plain and the sand of a distributary channel, then the shore: beneath the beach and shoreface lies a sand wedge. Two horizontal dashed lines in the water are fair-weather wave base, which meets the floor at the toe of the shoreface, and the deeper storm wave base; between them, in the offshore transition zone, there are thin lenses of storm sand beneath the floor. Farther on are the gently descending shelf, the shelf break, the steep continental slope with the sand fill of a submarine channel along it and, at its foot, on the basin floor, the lens of a submarine fan lobe.

SchematicBelts from the shore to the basin floor and their sand bodies (schematic: the vertical scale is greatly exaggerated, and the shelf is drawn many times shorter than in nature).

How strong the tides are depends on the outline of the basin and of the coast. We divide coasts into three classes by tidal range, the difference between high-water and low-water levels. Each class has its own sand bodies:

Classes of coast by tidal range
Class
Micro-tidal
Tidal range
less than 2 m
What dominates
waves
Typical bodies
beaches, long barrier islands, few inlets
Class
Meso-tidal
Tidal range
2–4 m
What dominates
waves and tides
Typical bodies
short barrier islands, frequent inlets with tidal deltas
Class
Macro-tidal
Tidal range
more than 4 m
What dominates
tides
Typical bodies
estuaries, tidal flats, tidal sand ridges; barrier islands usually absent

The class boundaries are a matter of convention. What matters is not the tidal range itself but the balance between the strength of the tides and of the waves.

Deltas

A delta is a protrusion of the coast at the mouth of a river, built of the river's sediment. The river delivers more sediment to its mouth than waves and tides can carry away, and the excess builds land out towards the basin. On the delta plain, the river divides into distributary channels with levees, and between them lie swampy interdistributary bays with clays and coals. Below water level is the delta front with mouth bars. Deeper and farther out lie the clays of the prodelta.

In a well that cuts through the delta front, the section coarsens upwards: prodelta clays are followed by silts, and these by sands (delta front). This is how the growth of a mouth bar is recorded. The river jet comes out of the channel into standing water, where banks no longer confine it. It spreads out and slows down. Coarse sand settles first, right at the mouth, on the crest of the bar. Fine particles are carried farther out to sea. The bar builds seaward, and over every point of the floor, fine sediments are covered by ever coarser ones. The depth of the water in front of the mouth sets the shape of the bars. In shallow water, the jet drags on the bed and spreads quickly. The bar is wide, and sooner or later it divides the flow in two. The channel bifurcates (splits), and new bars grow at the new mouths. Over deep water, friction with the bed is small, and the light fresh river water spreads over the surface of the denser sea water. The channel continues into the sea between submerged levees, and the bars are drawn out behind it as long narrow bodies, called “fingers”.

Deltas by the dominant process
Delta
River-dominated
Shape
lobes or a “bird's foot”, protruding into the sea
Sand bodies
channels and bars elongated away from the shore; bay clays between them
For development
“mosaic”; recovery from low to medium
Delta
Wave-dominated
Shape
arc or beak, protruding only slightly
Sand bodies
beach ridges along the shore on both sides of the mouth
For development
laterally continuous sands, recovery usually higher
Delta
Tide-dominated
Shape
funnel-shaped mouths
Sand bodies
ridges and channels across the shore, clay films
For development
bodies tens of kilometres long, heterogeneous inside

The pure types are the end members (extreme cases) of a triangular classification by the strength of river, waves and tides. Many deltas are mixed. The recovery estimates are generalisations from published field descriptions. They are not a rule.

The classic example of a river-dominated delta is the modern Mississippi delta with its “finger” bars. An example in Kazakhstan is the delta of the Ural (Zhaiyk) near Atyrau. On a space image of 2004, it is a tree-like, “fingered” delta, of the kind that forms under weak wave action and with a large sediment supply. New distributaries appear in it when the river breaks through its levees. People have strongly modified the delta for flood protection and water diversion. Wave-dominated deltas open onto exposed coasts with strong surf. An example is the delta of the Senegal River in West Africa, where longshore drift of sediment (sand carried along the coast by waves) pushes the river mouth aside along a long sandy spit. Tide-dominated deltas open into bays with large tides, such as the Fly River delta in New Guinea.

When delta sands pile up quickly on the soft prodelta clays, they give rise to growth faults. These are listric normal faults (curved faults that flatten with depth) dipping towards the basin. On the downthrown side of a growth fault, the sands are much thicker, and the beds are bent into rollover anticlines. These are traps (normal faults, extensional structures).

Beaches, strandplains and barrier islands

On a coast dominated by waves, the sand near the shore is continuously reworked. On the beach, the swash and backwash of the waves (the rush up the beach and the flow back) leave gently dipping laminae inclined towards the sea. In the upper part of the shoreface, bars and dunes migrate. In the lower part, storms leave hummocky cross-stratification (wave structures). Waves approaching the shore at an angle drive sand along it. This is longshore drift, and it builds spits and bars.

If enough sand arrives, the shoreline advances into the sea, and beach ridges are added to it one after another. This is how a strandplain (a coastal plain built by accumulation) grows. In section, its deposits are a sand wedge that coarsens upwards, from the clays of the offshore transition zone to the sands of the beach (coarsening upward). The depth at which the shoreface ends, plus the height of the beach and ridges, sets the thickness of the wedge. How much sand arrived, and over what time, sets its width.

Rate of shoreline advance and width of a coastal sand sheet
v=qsH,W=v tv = \frac{q_s}{H},\qquad W = v\,t
where:
  • vvrate of shoreline advance, m/yr
  • qsq_ssand retained per metre of coast length per year, m³/(m·yr)
  • HHthickness of the coastal wedge — from the toe of the shoreface to the top of the beach and ridges, m
  • WWwidth of the coastal sand sheet across the shore, m
  • ttduration of the advance, years

Units: consistent: m, m³/(m·yr), years

Holds when
  • Sea level and the shape of the shore profile are constant, all the sand that arrives stays in the wedge, and compaction is ignored.
  • When sea level rises, part of the sand goes into building the whole profile upwards, so the shoreline advances more slowly. When sea level falls, it advances faster.
  • The sand supply is constant in time and the same along the stretch of coast.

The thickness of a coastal sandstone follows from the depth of wave action, not from how long the advance lasted. It is almost the same in a narrow and in a wide strandplain. Time and sand supply set only the width.

Worked exampleHow wide a coastal sand sheet is
Given (assumed data)
The river brings to the sea
0.6 million m³ of sand a year; longshore drift spreads it over 25 km of coast
Toe of the shoreface
12 m below sea level; the beach and ridges rise to 2 m above it
Duration of the advance
5000 years at constant sea level
Well grid
500 m
Solution
  1. Sand per metre of coast: qs=600,000/25,000=24q_s = 600{,}000/25{,}000 = 24 m³/(m·yr); thickness of the wedge H=12+2=14H = 12 + 2 = 14 m.
  2. Rate of advance: v=24/14=1.71v = 24/14 = 1.71 m/yr.
  3. Width of the sheet: W=1.71⋅5000=8550W = 1.71\cdot 5000 = 8550 m, about 8.6 km; that is 17 well spacings.
  4. If half as much sand arrived: v=0.86v = 0.86 m/yr, the sheet would be half as wide, but the thickness the same — 1414 m.
Answer: The shoreline advances 1.71 m a year and in 5000 years builds a sand sheet about 8.6 km wide and 14 m thick.

What it means. Such a body extends along the shore for the whole length of the stretch, that is, tens of kilometres, and across it for kilometres. At a 500 m spacing, rows of wells penetrate it, and the reservoir can be correlated as a “layer cake” (architecture types). It has its own heterogeneity. The base is gradational and clayey, and permeability increases upwards (distribution of permeability through the thickness). The gently dipping layers inclined towards the sea, which are traces of former positions of the shoreface, may carry thin clay films. They then act as inclined baffles. The calculation is simplified: sea level is constant, and all the sand stays in the wedge. With a rising sea level, the sheet would be narrower and thicker. The data in this example are assumed for illustration.

Along many coasts, sand collects into barrier islands. These are narrow sand ridges, and behind them lies a shallow lagoon. Let us cross such a coast from land to sea. First come the clays and silts of the lagoon. Tongues of sand extend into them from the island side. These are washover fans, which storm waves throw across the crest. Opposite the inlets lie the sand fans of the flood-tidal deltas. Then comes the island itself, with dune and beach sands that pass below sea level into shoreface sands. In front of the inlets, already in the sea, lie the ebb-tidal deltas, and beyond them the shelf clays. The tidal inlets themselves cut through the ridge and connect the lagoon with the sea. In the narrow passage the current is fast, and at the exit it dies away, so sand fans build up on both sides. The inlets also migrate along the island, eroding one bank and building up the other. Where they have passed, channel sands with an erosional base, fining upwards, replace the upper part of the barrier section.

For exploration, what matters most is the shape of the body. A barrier sandstone is a lens elongated along the ancient shoreline and surrounded by clays: lagoon clays on the landward side and shelf clays on the seaward side. It is a classic stratigraphic trap (stratigraphic traps). The tides set the length of the lens. On micro-tidal coasts, inlets are rare and barriers are long. On meso-tidal coasts, frequent inlets break them into short islands. After that, the balance of sand and sea level decides everything. If there is enough sand, the barrier advances into the sea, leaving behind a belt of beach ridges, and the lens spreads out into a sheet. If sea level rises faster, the barrier retreats landward, rolling over the lagoon. Waves cut off its seaward side and throw the sand onto the lagoonal side, and only a thin layer of sand on an erosion surface is left in the section.

Tidal flats, estuaries and incised valleys

Where tides are large and waves weak, tidal flats grow along the shore. Lowest, near the low-water level, is the sand flat. Higher up is the mixed flat, and higher still the mud flat. At the high-water level are the salt marshes, overgrown with salt-tolerant grasses. The current strengthens and then dies away again and again, so sand and mud alternate in flaser, wavy and lenticular bedding (beds and laminae), and cross-sets of opposite directions form a “herringbone” pattern. Meandering tidal channels cut through the flat. Like rivers, they build point bars sideways and leave inclined packages of sand with clay films.

An estuary is a drowned river mouth that the sea has entered as sea level rose. In a tide-dominated estuary, sand collects in ridges elongated along the current. Towards the head of the estuary the sediments become finer, and then coarser again in the river part. In a wave-dominated estuary, a barrier stands at the entrance, behind it is a muddy central basin, and at the head is the delta of the river flowing in. The result is a sand–mud–sand succession.

When relative sea level falls, rivers cut into the exposed shelf and form incised valleys. When sea level rises again, the valleys are flooded and filled with river, estuary and marine sediments (systems tracts). The fill rests on a sharp erosional base that cuts the underlying marine deposits. It can be thick: according to a published compilation, about 30 m on average at a width of about 10 km. The sandstones of incised valleys, surrounded by marine clays, are frequent stratigraphic traps. But inside they are complex: the river sands at the base are overlain by estuarine heterolithic deposits (mixed sand and mud).

The shelf: storm sands, tidal ridges and flooding

On the shelf, mud slowly settles out of the water between storms. Rare events bring sand here. If we trace one horizon from the shore seawards, we can see how it changes. In the offshore transition zone, sandy storm beds with hummocky cross-stratification lie on top of one another and merge into units. Farther out, they are thinner and finer and separated by clays, and below storm wave base they disappear. This is how storms work. The onshore wind raises the water level at the shore. The water flows back to sea in bottom currents that, together with waves, carry sand from shallow water into deeper water. The farther from the shore, the less sand arrives. Where tidal currents are strong, tidal sand ridges and sand waves grow on the shelf. The ridges are tens of kilometres long and elongated along the currents.

The sand bodies of the shelf are possible stratigraphic traps. They are thin storm beds that are continuous over a large area, and isolated sand ridges surrounded by clays. But on the shelf, what matters most to the petroleum engineer is the clays. When sea level rises quickly, the shoreline retreats and the supply of sand to the shelf stops. Over a huge area, a thin layer of sand-poor mud slowly accumulates. This is a condensed section (a thin interval that formed slowly), and in it lies the maximum flooding surface. This surface corresponds to the time of the greatest advance of the sea onto the land (sequence stratigraphy). Such clays are regional seals and reliable markers for correlation. On the GR log they often show up as a maximum of radioactivity (Gamma ray log and natural gamma ray spectrometry).

The slope and submarine fans

The deep-water section is made up of two kinds of interval. Long intervals are times when fine clays and calcareous mud slowly settle on the floor. Short events are times when a gravity flow brings a layer of sand in hours or days (gravity flows and turbidites). Slides and slumps on the slope turn into debris flows. These take up water and turn into turbidity currents, which travel along the floor for tens or hundreds of kilometres. Their deposits are turbidites, graded sand beds with an erosional base. Each bed is one event, which is why it is called an event bed.

Flows travel through submarine canyons cut into the edge of the shelf, especially opposite the mouths of large rivers or where the shelf is narrow. They also travel through channels on the slope. At the sides of the channels, flows that spill over the banks build levees of thin sand–mud layers. At the foot of the slope, the gradient drops and the channels lose their walls. The flows spread out and deposit sand in lobes. Together, channels, levees and lobes make up a submarine fan. If sediment arrives through many small channels along the whole slope, the lobes merge into a sand apron at its foot. On the slope and at its foot there are also mass-transport deposits: slumped and crumpled units that can be both a seal and a baffle.

  • Sand-rich systems: a short path from land and coarse sediment. They have channels and lobes of amalgamated sands, and a high net-to-gross ratio.
  • Mud-rich systems: large rivers with fine sediment. They have long sinuous channels with high levees and thinner lobes. The sand is mainly in the channels and in the thin beds of the levees.
  • Logs: channel fills give a cylinder or a bell, with the beds fining and thinning upwards. Lobes give a cylinder or a funnel. Levees and lobe margins give a serrated curve (GR curve shapes). GR smooths beds thinner than its vertical resolution (the thinnest bed the tool can show), so the thinly bedded sands of levees are easily mistaken for clays (vertical resolution of logging).

The sizes of lobes in very different systems are remarkably close. According to a comparison of six modern and ancient systems, lobes fall into two groups. On a flat basin floor, they average 14 km wide, 35 km long and 12 m thick. In depressions where the floor relief restricts spreading, they average 5 km wide, 8 km long and 30 m thick. The volumes of the lobes of both groups are of one order, about 1–2 km³. The means for individual systems are from 0.4 to 3.3 km³. A large system builds not larger lobes but more lobes in the same time. If you multiply the mean width, length and thickness of a group together, you get a larger volume than the real one, because a lobe thins towards its edges.

A slope channel is heterogeneous inside. In its axis, the sand beds are thickest. Each new flow erodes the mud “cap” of the previous one, so sand lies on sand, and the beds amalgamate (merge). At the margin, the beds are thinner, the mud caps are preserved, and there is less sand. We estimate the position of a well in a channel from two numbers: the sand fraction and the amalgamation ratio.

Amalgamation ratio and sand fraction
AR=naN−1,Kng=∑hshtAR = \frac{n_a}{N - 1},\qquad K_{\text{ng}} = \frac{\sum h_\text{s}}{h_{\text{t}}}
where:
  • ARARamalgamation ratio, —
  • nan_anumber of “sand-on-sand” contacts where the mud cap of the lower bed has been eroded, —
  • NNnumber of event beds in the element studied — there are N−1N - 1 contacts between them, —
  • KngK_{\text{ng}}sand fraction — the net-to-gross ratio, —
  • hs, hth_\text{s},\ h_{\text{t}}thickness of the sandy part of a bed and total thickness of the element, m

Units: dimensionless

Holds when
  • Beds are defined as deposits of separate flows, and contacts are described from core or image logs.
  • Some studies divide by the number of beds NN rather than by the number of contacts N−1N - 1. With few beds, the results differ noticeably. So when you compare with published values, check the definition.

According to published measurements of more than 3500 beds in outcrops of slope channels, the amalgamation ratio is about 0.6 at the channel axis, 0.30–0.35 off-axis and less than 0.1 at the margin; the sand fraction is more than 0.9, 0.75–0.8 and 0.30–0.35 respectively.

Worked exampleAxis or margin of a channel: two wells in one element
Given (assumed data)
Well 1, bottom to top
12 event beds, sandstone from 1.4 to 0.4 m; mud caps survive only over the 4th, 8th, 10th and 11th beds — 0.03, 0.04, 0.05 and 0.06 m — and over the top one, 0.3 m
Well 2, bottom to top
12 event beds, sandstone from 0.35 to 0.1 m; mud caps of 0.3 to 0.6 m over all beds except the 4th; total of the caps 5.0 m
Sandstone
well 1 — 10.8 m, well 2 — 2.45 m
Solution
  1. Well 1: contacts 12−1=1112 - 1 = 11, amalgamated ones 7; AR=7/11=0.64AR = 7/11 = 0.64. Thickness of the element 10.8+0.48=11.2810.8 + 0.48 = 11.28 m, Kng=10.8/11.28=0.96K_{\text{ng}} = 10.8/11.28 = 0.96.
  2. Well 2: amalgamated contacts 1; AR=1/11=0.09AR = 1/11 = 0.09. Thickness 2.45+5.0=7.452.45 + 5.0 = 7.45 m, Kng=2.45/7.45=0.33K_{\text{ng}} = 2.45/7.45 = 0.33.
  3. Comparison with the published values: well 1 is the channel axis (about 0.6 and more than 0.9), well 2 the margin (less than 0.1 and 0.30–0.35).
Answer: Well 1 penetrated the channel axis (amalgamation ratio 0.64, sand fraction 0.96), well 2 its margin (0.09 and 0.33).

What it means. In the channel axis, the mud caps are eroded almost everywhere. The sand forms a single body, and vertical connectivity in it is good. At the margin, mud separates almost every sand bed, and there is more than four times less sand, although the element is only one and a half times thinner. Both wells are in one channel, but for development these are different objects. We place injection and production along the axis, and the margin acts as a baffle. The published values come from outcrops of one formation, so in another basin we first check them against core. The data in this example are assumed for illustration.

Two wells in one channel element: axis and margin024681012m above the base of the elementWell 1 — axisAR = 0.64NTG = 0.96Well 2 — marginAR = 0.09NTG = 0.33sandstonemud capamalgamatedcontact

Two vertical columns side by side on a common thickness scale in metres. The left one, the channel axis, is 11.3 metres high: twelve sand beds, overall thinning upwards from 1.4 to 0.4 metres, with almost no mud interbeds — thin mud caps in only four places and 0.3 metres of mud at the top; seven contacts carry amalgamation marks. Under the column are the labels: amalgamation ratio 0.64, sand fraction 0.96. The right one, the channel margin, is 7.45 metres high: thin sand beds of 0.1–0.35 metres alternate with thicker muds; an amalgamation mark at only one contact. Labels: 0.09 and 0.33.

CalculatedColumns of the two wells of the example, drawn to scale (caps thinner than 0.1 m are thickened so that they can be seen). They show the sandstone and mud caps of the event beds, with amalgamated contacts marked. On the left is the channel axis, and on the right the margin.

Sand body sizes and the well grid

For a first estimate of body sizes, we use published compilations of measurements in outcrops, on seismic data and in modern environments. The mean values below show the order of magnitude. The scatter within each type is from a few times to an order of magnitude and more.

Mean dimensions of coastal and deep-water sand bodies from published compilations
Body
distributary channel
Width, m
518
Length, m
—
Thickness, m
7.8
Body
mouth bar
Width, m
2868
Length, m
6477
Thickness, m
9.7
Body
crevasse splay
Width, m
787
Length, m
5577
Thickness, m
1.4
Body
tidal inlet
Width, m
1850
Length, m
4300
Thickness, m
4.8
Body
incised valley
Width, m
9843
Length, m
—
Thickness, m
30.3
Body
lobe on a flat floor
Width, m
14,000
Length, m
35,000
Thickness, m
12
Body
lobe in a confined depression
Width, m
5000
Length, m
8000
Thickness, m
30

The first five rows are means from a compilation of the dimensions of deltaic and coastal sand bodies (from three to almost three hundred measurements per type). The last two are the means of two groups of submarine fan lobes. A dash means that no length is given.

Worked exampleWhich bodies can be correlated on a 500 m grid
Given (assumed data)
Bodies
mean dimensions from the table above
Well grid
square, 500 m; the neighbouring well is 500 m away across the axis of the body
Plan shape of the bodies
an ellipse with axes equal to the width and length (an assumption)
Solution
  1. Distributary channel: W/T=518/7.8=66W/T = 518/7.8 = 66; P=1−500/518=0.03P = 1 - 500/518 = 0.03.
  2. Crevasse splay: W/T=562W/T = 562; P=1−500/787=0.36P = 1 - 500/787 = 0.36; area π⋅787⋅5577/4≈3.4\pi\cdot 787\cdot 5577/4 \approx 3.4 km², that is about 14 wells of the grid.
  3. Mouth bar: W/T=296W/T = 296; P=1−500/2868=0.83P = 1 - 500/2868 = 0.83; area about 14.6 km² — 58 wells.
  4. Lobes: in a depression P=1−500/5000=0.90P = 1 - 500/5000 = 0.90, area about 31.4 km² — 126 wells; on a flat floor P=0.96P = 0.96, area about 384.8 km² — 1539 wells.
Answer: On a 500 m grid, a distributary channel almost never reaches the neighbouring well (PP ≈ 0.03). A mouth bar does so with a probability of 0.83, and lobes with 0.90–0.96.

What it means. A grid that is comfortable for lobes and mouth bars is a “labyrinth” for distributary channels. Correlating them between wells is a guess, and in the model we place them statistically. A crevasse splay is wide but thin, and its contribution to the hydrocarbons in place is small. For exploration wells 3–5 km apart, mouth bars and lobes in depressions also become a “mosaic”. The mean dimensions are only a guide. In a particular reservoir, we take the dimensions from seismic data and analogues of the same basin, and the probabilities from models with a scatter of sizes (shapes and sizes of bodies). The mean dimensions are published. The shape of the bodies and the grid are assumptions of the example.

Mean dimensions of coastal and deep-water sand bodies125102050100 m1 km10 kmBody thickness, mBody widthW/T = 15W/T = 100well grid 500 mdistributarymouth barcrevasse splaytidal inletincised valleylobe on a flat floorlobe in a depression

A graph on logarithmic scales: the horizontal axis is thickness from 1 to 50 metres, the vertical axis is width from 100 metres to 50 kilometres. Dashed inclined lines mark width-to-thickness ratios of 15 and 100. The horizontal line is the 500 metre grid. Points: a distributary channel just above the grid line, a crevasse splay at a thickness of 1.4 metres and a width of about 800 metres, a tidal inlet about 1.9 kilometres at 4.8 metres, a mouth bar about 2.9 kilometres at 9.7 metres, an incised valley about 10 kilometres at a thickness of 30 metres, a lobe in a depression 5 kilometres at 30 metres and a lobe on a flat floor 14 kilometres at 12 metres.

CalculatedMean width and thickness of coastal and deep-water sand bodies (logarithmic scales). The dashed lines are width-to-thickness ratios of 15 and 100, and the solid line is the 500 m well grid.

What this means for exploration and development

GR curve shapes of coastal and marine sand bodies
Body
Mouth bar
GR curve
funnel with a sharp top, sometimes a distributary bell on top
Why
the bar advances: shale volume decreases upwards
Body
Coastal sand sheet
GR curve
funnel, a cylinder at the top
Why
gradational base on the offshore transition zone, clean beach sands
Body
Distributary channel, tidal inlet, slope channel
GR curve
bell or cylinder with a sharp base
Why
erosional base and fining upwards
Body
Submarine fan lobe
GR curve
funnel or cylinder
Why
the lobe advances, beds amalgamate
Body
Channel levee, lobe margin, tidal flat
GR curve
serrated
Why
thin interbedding of sand and clay

The lesson on facies and successions covers how to read the curve shapes and where they mislead. We check the shape against core, fauna and structures.

Coastal and marine reservoirs
Environment
River-dominated delta
Bodies and their orientation
channels and bars elongated away from the shore
Seals and traps
bay and prodelta clays; growth faults
Development
“mosaic”; bars connected through channels
Environment
Wave-dominated coast and barriers
Bodies and their orientation
sheets and ridges along the shore
Seals and traps
marine and lagoonal clays; pinch-out, barrier lenses
Development
“layer cake”; permeability increases upwards
Environment
Tide-dominated coast, estuary
Bodies and their orientation
ridges and channels across the shore
Seals and traps
tidal clays; incised valleys
Development
low vertical permeability
Environment
Shelf
Bodies and their orientation
thin storm beds, tidal ridges
Seals and traps
clays of flooding surfaces — regional seals
Development
continuous thin beds
Environment
Deep-water fan
Bodies and their orientation
channels down the slope, lobes at the foot
Seals and traps
deep-water clays, slump units
Development
channel axis and margin; lobes are a “layer cake”

This is a generalisation, for a first judgement. We describe a particular reservoir from core, logs, seismic data and analogues.

  • The orientation of bodies sets the well pattern. Coastal sands are elongated along the ancient shoreline. The bars and channels of river-dominated deltas and the tidal ridges are elongated across it. Slope channels run down the slope. We orient rows of injection wells and horizontal wells along the long axis of the bodies (orientation of rows).
  • Correlation relies on the clays of flooding surfaces. They are of one age and continuous. The same coastal or delta sandstone in different wells, however, may be of different ages, because the belts shifted together with the shoreline (Well correlation).
  • Heterogeneity differs by body. Coastal and delta bars have permeability that increases upwards, and inclined clay films. Distributary, tidal and submarine channels have erosional bases with clay pebbles and clay films at the base. Lobes have thin clay interbeds that are continuous at the distal margins (the far edges).
  • Stratigraphic traps: barrier lenses, coastal sands pinching out updip, incised valleys, shelf sand ridges, channels and lobes enveloped by clays (stratigraphic traps).

Terms and symbols

Fair-weather and storm wave base
The depths to which the bed is reworked by ordinary and by storm waves; guides, not constant values.
Shoreface
The strip of sea floor from the low-water level to fair-weather wave base, where sand is in constant motion.
Delta
A protrusion of the coast built by a river; distributary channels, mouth bars, interdistributary bays, prodelta.
Mouth bar
A sand body in front of the mouth of a distributary channel; as it advances it gives coarsening upwards.
Strandplain
A plain of beach ridges accreted as the shoreline advanced; in section, a coastal sand sheet.
Barrier island
A sand ridge along the shore, separated by a lagoon and cut by tidal inlets.
Estuary
A drowned river mouth filled with fluvial, tidal and marine sediments.
Incised valley
A valley cut by a river when sea level fell and filled when it rose.
Maximum flooding surface
The surface of the time of greatest advance of the sea onto the land; it is associated with a thin, continuous clay bed — a seal and a marker.
Turbidite
The deposit of a turbidity current — a graded sand bed with an erosional base.
Submarine fan
Channels, levees and lobes at the foot of the slope, built by gravity flows.
Amalgamation ratio ARAR
The share of “sand-on-sand” contacts among all contacts of event beds; highest at the channel axis.

Common mistakes and misconceptions

Wrong

“A delta sandstone is a mouth bar.”

In fact

A river-dominated delta has distributary channels, bars and crevasse splays. In a wave-dominated delta, the sand is gathered into beach ridges along the shore, and in a tide-dominated one into ridges across it. Bodies of different types differ in shape, size and orientation several times over.

Wrong

“A coastal sandstone is continuous always and everywhere.”

In fact

Tidal-inlet fills cut it, and washover fans lie on it. When sea level falls rapidly, the shoreline jumps seaward and leaves detached bodies with a sharp base. We check continuity by correlating against markers and by pressures.

Wrong

“Deep-water sandstones are thin turbidites, poor reservoirs.”

In fact

The amalgamated sands of channel axes and lobes can be thick, clean and highly permeable. Thinly bedded levees and lobe margins are worse. They contain less sand, and vertical connectivity is poor. But even they can give appreciable production.

Wrong

“One well in a channel characterises the whole channel.”

In fact

From the axis to the margin the sand fraction falls from more than 0.9 to 0.3, and the amalgamation ratio from 0.6 to less than 0.1. We find the position of a well in a channel from core and take it into account in the model.

Wrong

“If GR is high, there is no reservoir in the interval.”

In fact

The tool smooths the thin sand beds of levees and lobe margins together with the clays. We identify them from core, image logs and high-resolution tools.

In depth: advanced detail

How sea level moves the shoreline and what is left in the section

The position of the shoreline depends on the ratio of two rates: how fast accommodation (room for sediment) is created, and how fast sediment is supplied (accommodation). Three regimes are possible, and each leaves its own sandstone.

Normal regression
sea level is still or slowly rising, and there is enough sand. The shoreline advances, and coastal sands lie on the offshore transition zone with a gradational base. They coarsen upwards, as in the example of the lesson.
Forced regression
sea level falls. The shoreline “rolls” seaward whatever the sand supply, waves cut the former shoreface, and new coastal sand lies on the shelf clays with a sharp erosional base. Such detached bodies can lie kilometres from the former shoreline and are surrounded by clays.
Transgression
sea level rises faster than sand arrives. The shoreline retreats, waves cut off the top of the coastal and barrier sands, and a thin layer of sand or gravel is left on the erosion surface, overlain by marine clays.

On a gentle floor, the shift of the shoreline is large even for a small change of level. A floor with slope α\alpha deepens by Δz\Delta z over a distance Δz/tan⁡α\Delta z/\tan\alpha. The example of the belts on a carbonate ramp examines the same geometry (ramp and shelf). So on ancient gentle shelves, fluctuations of level by metres left sand bodies displaced by tens of kilometres, and lines of equal age cross lithological boundaries (lithostratigraphic and chronostratigraphic correlation).

Turbidite or sandy debris flow

People interpret massive deep-water sandstones without Bouma bedding in different ways. Some regard them as deposits of high-density turbidity currents that dropped their load so fast that the beds did not have time to form. Others regard them as deposits of sandy debris flows, in which the strength of the moving mass, not turbulence, holds the grains up. In core, we try to tell them apart by features. Grading and current marks at the base point to a turbidity current. A chaotic orientation of clasts, clay clasts “floating” in the sand, an irregular top and a sharp edge of the body point to a debris flow (deposits of gravity flows).

For development, the distinction matters, because the shape and extent of the bodies depend on it. Turbidites usually form continuous beds that thin along the flow. Debris-flow deposits end abruptly when the flow stops, so their bodies may be shorter and have sharper edges. So we check the extent of deep-water sandstones with seismic data and pressures, and do not deduce it from a single depositional model.

Connections to other topics

Check yourself

  1. 1

    A sandstone 11 m thick: marine-fauna clays at the bottom, the sand becomes coarser upwards, and at the top it is cut by a 3 m sandstone with clay pebbles at the base and fining upwards. On seismic data the body is elongated from the shore out to sea for 6 km, with a width of about 2 km. What is this body?

    1. A.A coastal sand sheet of a wave-dominated coast
    2. B.A mouth bar of a river-dominated delta, cut by a distributary channel
    3. C.A submarine fan lobe
    4. D.A barrier island
    Show the answer

    Correct answer: B. A mouth bar of a river-dominated delta, cut by a distributary channel

    Coarsening upwards over marine clays means an advancing bar or shoreline. A distributary channel with an erosional base and fining upwards on top, and elongation across the shore, point to a mouth bar of a river-dominated delta. A coastal sheet and a barrier are elongated along the shore. A lobe is not cut by a channel with pebbles, and it lies far from the shore, on the basin floor.

  2. 2

    0.5 million m³ of sand a year arrives on a 40 km stretch of coast. The toe of the shoreface is at a depth of 10 m, the beach ridges are 2 m above sea level. How wide a sand sheet forms in 4000 years at constant sea level?

    Show the answer

    qs=500,000/40,000=12.5q_s = 500{,}000/40{,}000 = 12.5 m³/(m·yr), H=10+2=12H = 10 + 2 = 12 m, v=12.5/12≈1.04v = 12.5/12 \approx 1.04 m/yr, W≈1.04⋅4000≈4.2W \approx 1.04\cdot 4000 \approx 4.2 km at a thickness of about 12 m. If sea level was rising during this time, part of the sand went into building up the profile, and the sheet would be narrower.

  3. 3

    The tidal range on a coast is 6 m. What sand bodies should be expected in its ancient analogue?

    1. A.Long barrier islands with few inlets
    2. B.Only storm beds with hummocky stratification
    3. C.Beach ridges along the shore, as in a wave-dominated delta
    4. D.Estuaries, tidal flats and tidal sand ridges elongated across the shore
    Show the answer

    Correct answer: D. Estuaries, tidal flats and tidal sand ridges elongated across the shore

    A tide above 4 m means a macro-tidal coast. Tidal currents predominate there, and they build estuaries, tidal flats and channels, and sand ridges along the direction of the currents, that is, across the shore. Barrier islands, as a rule, do not form on such coasts.

  4. 4

    A slope channel core has 15 event beds; sand lies directly on sand at 4 contacts, the sand fraction is 0.78. Where in the channel did the well pass, and what does this mean for vertical connectivity?

    Show the answer

    AR=4/(15−1)≈0.29AR = 4/(15 - 1) \approx 0.29; together with a sand fraction of 0.78 this is closest to the off-axis part of the channel (published values 0.30–0.35 and 0.75–0.8). The mud caps have survived over most of the beds, so vertically the sand is less well connected than at the axis. In development, the water will go through separate units. The channel axis, where the beds are amalgamated, lies to one side, and it is worth looking for it with neighbouring wells.

  5. 5

    Why does the same 500 m well grid give a “layer cake” in the lobes of a submarine fan and a “labyrinth” in delta distributary channels?

    Show the answer

    What decides is the ratio of the size of the bodies to the distance between wells. A mean lobe 5–14 km wide is penetrated by more than a hundred wells (in a depression) or fifteen hundred wells (on a flat floor). The probability that the neighbouring well is in the same body is 0.9 or higher. A mean delta distributary channel about 500 m wide almost never reaches the neighbouring well on a 500 m grid. So correlating it is a guess, and in the model we place channels statistically.

Updated: 17 October 2026