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River channels are dynamic geomorphological systems shaped by the interaction of water flow, sediment transport, and underlying geology. For AQA A-Level Geography, a thorough understanding of the quantitative relationships governing erosion, transport, and deposition — alongside the resulting landforms — is essential for achieving top marks.
The Hjulström curve (1935) is a graph showing the relationship between stream velocity and sediment particle size for erosion, transport, and deposition.
| Particle Size | Behaviour |
|---|---|
| Clay and silt (< 0.06 mm) | Require disproportionately high velocities to erode because cohesive forces bind fine particles together. Once eroded, they remain in suspension at very low velocities. |
| Sand (0.06–2 mm) | Easiest to erode — the curve dips to its lowest point around 0.5 mm (medium sand). Requires only ~20 cm/s to entrain. |
| Gravel and cobbles (> 2 mm) | Require progressively higher velocities to erode due to their mass. Transport velocity is only slightly less than erosion velocity. |
| Boulders (> 256 mm) | Only moved during extreme flood events with velocities exceeding 1–2 m/s. |
Exam Significance: The Hjulström curve explains why river channels often have sandy beds (sand is easily eroded and transported) and why clay-rich estuaries exist (clay is only deposited at near-zero velocities).
These two measures describe a river's ability to transport sediment:
Competence: The maximum particle size (diameter) that a river can transport at a given velocity. Competence increases with the sixth power of velocity — doubling velocity increases competence by 2⁶ = 64 times. This explains why floods can move boulders that are immovable under normal flow conditions.
Capacity: The total volume or mass of sediment that a river can carry. Capacity depends on both velocity and discharge, and typically increases downstream as discharge increases.
Key Distinction: A river may have high capacity (carrying large total sediment loads) but low competence (only moving fine particles), or vice versa during a localised, high-velocity flood.
The hydraulic radius measures channel efficiency:
R = A / P
Where:
A larger hydraulic radius indicates a more efficient channel — less energy is lost to friction with the bed and banks. Semi-circular channels are theoretically most efficient, but natural channels approximate a wide, shallow parabolic shape.
| Variable | Downstream Trend | Explanation |
|---|---|---|
| Discharge | Increases | Tributary inputs add water |
| Channel width | Increases | Bank erosion accommodates greater discharge |
| Channel depth | Increases | Bed erosion deepens the channel |
| Hydraulic radius | Increases | Greater depth relative to wetted perimeter |
| Velocity | Generally increases | Despite lower gradient, increased efficiency more than compensates |
| Sediment size | Decreases | Attrition reduces particle size; finer sediment carried further |
| Channel roughness | Decreases | Finer bed material and fewer large obstructions |
Common Misconception: Students often assume velocity decreases downstream because gradient decreases. In fact, average velocity typically increases downstream because the larger, deeper channel has a higher hydraulic radius, reducing proportional friction losses.
The Reynolds number (Re) distinguishes between laminar and turbulent flow:
Re = (V × d × ρ) / μ
Where:
V = velocity (m/s)
d = depth (m)
ρ = fluid density (kg/m³)
μ = dynamic viscosity (Pa·s)
Re < 500: Laminar flow — smooth, parallel layers of water. Extremely rare in natural rivers; found only in thin films of water on smooth surfaces.
Re > 2,000: Turbulent flow — chaotic, with eddies and vortices. This is the normal condition in rivers and is essential for sediment erosion and transport.
Why It Matters: Turbulent flow creates the lifting and dragging forces needed to entrain sediment. Without turbulence, rivers would have minimal erosive power.
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