Week 3 Sediment Characterisation Flashcards

(24 cards)

1
Q

Weathering definition

A

The process of breaking down rocks and minerals into sediment and ions.

Importance: The released sediment forms diverse environments across the Earth’s surface.

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2
Q

Types of weathering

A

Types of Weathering:

Physical Weathering: Breaks rocks into smaller pieces without altering composition.

Biological Weathering: Involves living organisms (e.g., root wedging, rock boring).

Chemical Weathering: Alters the chemical composition of rocks, e.g., acid rain reactions.

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3
Q

Physical Weathering Mechanisms

A

Abrasion: Rocks grind against each other, wearing down surfaces.

Freeze-Thaw: Water freezes in rock cracks, expands, and breaks the rock apart.

Thermal Expansion: Rock expands with heat and contracts when cooled, causing fractures.

Unloading: Reduction of pressure on buried rocks causes them to expand and crack at the surface.

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4
Q

Chemical Weathering Process

A

Carbon dioxide dissolved in rainwater forms carbonic acid.

Reaction: Carbonic acid dissociates into hydrogen ions and carbonate ions, making rainwater acidic.

Result: The acidic water reacts with minerals, altering the rock’s chemical structure.

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5
Q

Sediment Characterization Methods

A

Non-Cohesive Sediments: Sand and gravel.
Cohesive Sediments: Silt and clay (fines).

Common Properties Analysed:
Grain size, particle density, bulk density, fall velocity, angle of repose, mineral composition, and organic content.

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6
Q

Ternary Diagrams for Mixed Sediments

A

Purpose: To classify environments based on the percentages of sand, gravel, and mud.

Example Classification: A habitat may be described as “Muddy Sand” or “Gravelly Muddy Sand” depending on the proportions.

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7
Q

Grain Size Classification and Sediment Fall velocity

A

If the particle size doubles, the sediment classification may change (e.g., sand to gravel).

Sediment Fall Velocity (ws):
Increases with larger particle diameter.
Increases with higher sediment density.
Decreases in more dense fluids (e.g., water vs. air).
Varies with temperature changes.

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8
Q

Sample Preparation Techniques

A

Separation Methods: Wet sieving, centrifugation, filtration, settling.

Cleaning Samples:
Washing/Drying: To remove contaminants.

Loss on Ignition: Measures organic content.

Acid Digestion: Removes carbonates.

Weighing and Sub-Sampling: Coning and quartering or using a riffle box for dividing samples.

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9
Q

Dry Sieving for Grain Size Analysis

A

Setup: Stack of sieves ordered by decreasing aperture size from top to bottom.

Procedure: Use a sieve shaker to separate sediment into size classes.

Outcome: Weigh mass retained in each sieve to construct a particle size distribution.

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10
Q

Settling Methods – Pipette and Hydrometer

A

Pipette Method: Take repeated samples from a suspension at specific times.

Hydrometer Method: Measure buoyancy of a floating device to determine particle density.

Theory: Based on Stokes’ Law, which describes the settling velocity of small particles in a fluid.

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11
Q

Measuring Grain Size via Settling Velocity

A

Empirical Methods: Use particle settling velocity (ws) to infer grain size.

Advantages: Relates to hydrodynamic behavior, offers good resolution, and aligns with accepted measurements.

Challenges: Hindered settling, convection effects, and particle concentration can introduce errors.

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12
Q

Stokes law

A

the motion of spherical particles through a viscous fluid.
It gives the relationship between the force exerted on the particle due to the fluid’s viscosity and the velocity at which the particle moves through the fluid.

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13
Q

Grain Size Distribution Statistics

A

Skewness: Describes the asymmetry of the particle size distribution.

Kurtosis: Indicates the sharpness or peakedness of the distribution, showing how particles are concentrated around the mean.

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14
Q

Importance of Sediment Size in Classification

A

Sand and Gravel: Non-cohesive and relatively stable in water, more easily characterized by grain size.

Silt and Clay (Fines): Cohesive, with significant interactions between particles, leading to complex behaviour in water.

Application: Size classification helps predict sediment behaviour under various flow conditions.

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15
Q

Cohesive vs. Non-Cohesive Sediments

A

Non-Cohesive (Sand & Gravel): Larger particles with minimal inter-particle attraction; easily mobilized by currents.

Cohesive (Silt & Clay): Small particles that stick together due to electrostatic forces, making them resistant to erosion but challenging to resuspend once settled.

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16
Q

Angle of Repose

A

The maximum angle at which sediment can pile without sliding.

Influencing Factors:

  • Grain size and shape (rounded grains have lower angles).
  • Moisture content (wet sediment has a higher angle of repose).

Application: Helps predict sediment stability on slopes and banks.

17
Q

Fall (Settling) Velocity of Sediment Particles factors

A

The rate at which particles settle through a fluid.

  • Particle Diameter: Larger particles settle faster.
  • Particle Density: Heavier particles have a higher fall velocity.
  • Fluid Density: Lower fluid density (e.g., air vs. water) increases fall velocity.
  • Environmental Influence: Higher temperatures reduce fluid density, affecting settling rates.
18
Q

Dimensionless Grain Diameter

A

Purpose: A normalized measure of grain size, factoring in density and fluid viscosity.

Use: Helps compare settling behaviors of different sediments in diverse fluid environments.

19
Q

Grain Shape Characteristics

A

Roundness: Indicates the smoothness of a grain’s surface; increases with transport due to abrasion.

Sphericity: Degree to which a particle approximates a sphere, determined by the ratio of its axes.

Changes with Transport

20
Q

Sample Division Techniques

A

Coning and Quartering: Form a cone of sediment, split it into quarters, discard opposite quarters, and repeat.

Sample Divider (Riffle Box): A device that splits samples evenly, particularly useful for non-cohesive samples.

Purpose: Ensures sample homogeneity for accurate analysis.

21
Q

Sorting

A

Indicates the degree of uniformity in particle sizes. Well-sorted sediments have a narrow size range, while poorly sorted ones vary widely.

22
Q

Skewness:

A

Measures the asymmetry of size distribution. Positive skewness means finer particles dominate; negative skewness means coarser particles dominate.

23
Q

Kurtosis:

A

Describes the concentration of particles around the mean size; high kurtosis indicates a peaked distribution.

24
Q

Applications of Sediment Characterization

A

Environmental Assessment: Understanding sediment dynamics in habitats like wetlands, beaches, and riverbeds.

Engineering Projects: Predicting erosion, stability, and sediment transport for coastal and offshore structures.

Habitat Classification: Using sediment properties to classify environments (e.g., muddy sand, gravelly sand) in ecological studies.