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Spec mapping (AQA 7037): Paper 1, §3.1.3 Coastal Systems and Landscapes — transport: traction, saltation, suspension, solution; longshore (littoral) drift; the role of swash and backwash; conditions favouring deposition. These are the transfers (transport) and the precursor to the store-building (deposition) in the systems model of Lesson 1, taking the sediment that Lesson 3 detached and routing it to the landforms of Lesson 6. The lesson links synoptically to §3.1.1 (the energy-threshold control on entrainment and deposition, paralleled in the water cycle) and to §3.1.4 Glacial Systems (comparable competence/capacity ideas in glacial and fluvioglacial transport). The dominant Assessment Objectives are AO1 (knowledge of transport mechanisms and longshore drift) and AO2 (applying the energy–threshold relationship to explain where and why deposition occurs, including human disruption of sediment supply). The Hjulström-curve exercise exercises AO3 (interpreting a velocity–grain-size graph).
Why this lesson matters. Transport and deposition are where the systems approach earns its keep. A frontage erodes not only because its waves are strong but because sediment is no longer arriving from updrift; a beach grows not because deposition is mysteriously favoured there but because it sits in an energy shadow. Mastering longshore drift and the energy-threshold idea is the prerequisite for explaining the depositional landforms of Lesson 6 and the management conflicts of Lessons 9–10.
Sediment is transported in the coastal environment by waves, currents, tides and wind. The specific mechanism depends on particle size, available energy and the nature of the transporting medium.
Four mechanisms operate in the water:
| Mechanism | Description | Particle Size | Energy Required |
|---|---|---|---|
| Traction | Large particles rolled along the sea bed by wave or current action | Cobbles, boulders (> 64 mm) | Very high |
| Saltation | Particles bounced along the sea bed in a series of hops | Pebbles, coarse sand (0.5-64 mm) | High |
| Suspension | Fine particles carried within the water column, held up by turbulence | Silt, fine sand (< 0.5 mm) | Moderate |
| Solution | Dissolved minerals carried invisibly in the water | Dissolved ions | Low |
The relationship between flow velocity and sediment transport was quantified by Hjulström (1935) in his famous diagram, which remains one of the most important tools in physical geography:
The Hjulström curve shows the relationship between flow velocity and sediment particle size for erosion, transport and deposition:
Key features of the curve:
Key Definition: The Hjulström curve (1935) is a graph showing the relationship between stream velocity and the erosion, transport and deposition of sediment of different grain sizes. It demonstrates that very fine and very coarse particles both require relatively high velocities for erosion, while medium-sized particles are most easily eroded.
Wind is a significant transport agent on beaches and in sand dune systems:
| Mechanism | Description | Conditions |
|---|---|---|
| Surface creep | Large grains rolled along the surface by wind or by the impact of saltating grains | Wind speeds > 4-5 m/s |
| Saltation | Grains bounced along the surface in short hops (typically 1-2 cm high for sand) | Wind speeds > 4-5 m/s; dry, loose sand |
| Suspension | Fine particles (silt, very fine sand) carried high into the air | Strong winds; disturbed surface |
Research by Bagnold (1941) in The Physics of Blown Sand and Desert Dunes established the fundamental principles of aeolian transport that remain standard today. Bagnold showed that approximately 75% of sand transport by wind occurs through saltation.
Two concepts borrowed from fluvial geomorphology sharpen the analysis of coastal transport and are worth deploying in exams. Competence is the largest particle a given flow can move — it depends on velocity, and because energy scales steeply with velocity, a small rise in wave or current speed sharply increases the size of material that can be entrained (this is why storms move boulders that fair-weather waves cannot budge). Capacity is the total quantity of sediment a flow can carry — it depends on both velocity and the supply of available material. The distinction matters: a high-energy but sediment-starved frontage has high competence but low actual load (little is available to move), whereas an abundant supply of fine sand can saturate a moderate flow's capacity. Recognising that transport is limited sometimes by energy and sometimes by supply is the key to explaining why two coasts with identical wave climates can have utterly different sediment throughput — and it underpins the sediment-starvation problem that recurs throughout this course.
Longshore drift (also called littoral drift) is the net movement of sediment along the coastline, and it is arguably the single most important transport process in the coastal system.
graph LR
subgraph "Longshore Drift Process"
A["Incoming wave at angle"] --> B["Swash: sediment moves up beach at angle"]
B --> C["Backwash: sediment moves straight down slope"]
C --> D["Net movement along beach"]
D --> A
end
The rate of longshore drift varies enormously depending on wave energy, angle of wave approach, sediment availability and beach characteristics:
| Location | Direction | Estimated Rate |
|---|---|---|
| Holderness coast, East Yorkshire | Southward | 500,000 m³/year |
| Spurn Head, East Yorkshire | Southward | ~250,000 m³/year |
| Chesil Beach, Dorset | Eastward | Approximately 15,000 m³/year |
| East Anglia coast | Southward | Up to 800,000 m³/year |
| Dungeness, Kent | Eastward | ~35,000 m³/year |
On the Holderness coast, the predominant wave approach is from the north-east (fetch across the North Sea), driving sediment southward. Valentin (1954) was among the first to quantify this drift, estimating that the Holderness coast feeds approximately 1 million m³ of sediment per year into the Humber Estuary system.
Several features provide evidence of the direction and rate of longshore drift:
The volume of sediment moved alongshore per year is not fixed; it depends on four interacting controls, and explaining their interplay is a strong AO2 skill:
Because these controls multiply rather than add, a single change — for example, a sea wall cutting sediment supply — can collapse drift rates even where wave energy is unchanged, propagating a deficit downdrift.
Deposition occurs when the energy available to transport sediment falls below the level needed to carry it. This happens when:
Key Definition: Deposition is the laying down of sediment that was previously being transported, occurring when the energy of the transporting medium (waves, currents, wind) falls below the threshold needed to move particles of that size.
Not all sediment is deposited at the same time or place. As energy decreases, the largest and heaviest particles are deposited first, followed progressively by smaller particles. This produces graded deposits:
This process of size-sorting is clearly visible at Chesil Beach, Dorset, where sediment grades from pea-sized gravel at the western end (West Bay) to cobbles and large pebbles at the eastern end (Portland). Local fishermen have traditionally been able to determine their position along the beach in fog simply by examining the pebble size.
The Chesil grading is, in fact, geomorphologically debated and rewards a critical mention. The intuitive explanation is straightforward longshore sorting — that waves carry the larger material progressively to one end. But the gradient runs against the dominant drift in places, and an alternative view holds that the grading reflects the original glacial and fluvial sources of the shingle plus the differential mobility of different sizes under the local wave regime, rather than simple alongshore sorting. The honest position is that the precise mechanism is not fully resolved — and citing a contested example, with awareness that geomorphologists disagree, is exactly the kind of nuanced, evaluative knowledge that lifts an answer above textbook recall. It also reinforces a wider truth: real coasts rarely obey a single clean process, and the best geography acknowledges complexity rather than forcing a tidy story.
Deposition is ultimately about sediment reaching a sink — a store where it resides for a long time, sometimes permanently leaving the active system. The principal coastal sinks are offshore (material carried below the wave base into deep water, effectively lost to the system as an output), estuarine (fine sediment settling in flood-dominant estuaries to build mudflats and marshes), and terrestrial (sand blown inland into dune fields beyond the reach of normal waves). Distinguishing a temporary store (a beach, from which sediment will be remobilised) from a long-term sink (deep water, a stabilised dune) is important for sediment-budget reasoning: a sink represents a genuine loss from the cell's active budget, whereas a store is merely sediment in transit. Misclassifying the two leads to errors in budget questions — a beach is not an output, but sediment lost offshore is.
Beaches are the most common depositional landform on the coast. Understanding their form (morphology) is essential for A-Level.
A typical beach profile includes several distinct features:
| Feature | Location | Description |
|---|---|---|
| Storm berm | Uppermost part of beach | Ridge of coarse material deposited by storm waves; highest point on the beach |
| Berm(s) | Upper beach | One or more ridges marking the limit of normal swash; formed by constructive waves |
| Beach face | Sloping surface between berms | The main slope of the beach, where swash and backwash operate |
| Break point bar | Nearshore zone | Submerged ridge where waves break; formed by destructive wave backwash carrying sediment offshore |
| Runnel | Between bars or berms | Shallow trough or channel running parallel to the shore |
| Ridge | Between runnels | Low raised areas between runnels, created by wave action |
| Low tide terrace | At low water mark | Flat area exposed at low tide |
Beach profiles change seasonally in response to changing wave conditions:
| Feature | Summer Profile | Winter Profile |
|---|---|---|
| Dominant waves | Constructive | Destructive |
| Beach width | Wide | Narrow |
| Gradient | Gentle | Steep (upper beach) |
| Berms | Well-developed | Eroded or absent |
| Offshore bar | Absent or small | Prominent breakpoint bar |
| Sediment location | Mainly on beach | Much sediment stored offshore |
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