Sedimentology and Palaeontology Lecture 15: Sediment Erosion and Transport Flashcards

1
Q

Define Erosion

A

Removal of of Regolith from bedrock

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2
Q

What are the three kinds of erosion by gravity

A

Landslides + Slumping
Surface creep
Collapse

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3
Q

What are the four erosion products by water and gravity

A

Sheet wash
Rills
Gullies
Stream channels

E.g. Red deer river canyon, Alberta

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4
Q

What is the product of erosion by wind water and gravity

A

Yardangs

A mushroom shaped structure erected through rocks having the lower parts of rock eroded away or sandblast

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5
Q

Erosion by ice ± water ± gravity

A
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6
Q

What are the controls on the rate of erosion

A

Climate
Relief
Bedrock

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7
Q

What are the transport mechanisms of transporting sediment

A

Suspension load
* Silt and clay in turbulent
suspension

Bed load/traction
* Sand and gravel (water) or sand (air) that is rolling,
sliding or saltating

Solution load
* Dissolved ions in surface or
groundwater

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8
Q

Transport mechanism is a function of which two things

A

Fluid properties
* Density
* Viscosity
* Velocity
* Turbulence

Grain properties
* Size
* Shape
* Density

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9
Q

Describe and explain the two types of fluid dynamics

A

Laminar flow
All grains/particles flow in the same direction

No mixing or hydrodynamic sorting of grains

Turbulent flows
Grains and particles are flowing in random directions

Mixing and hydrodynamic sorting of grains

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10
Q

What is the Reynolds number equation and what does it determine

A

Re determines if a flow is
turbulent or laminar
* Laminar: Re < 500
* Turbulent: Re > 2000

                   v L p Re =         ------------------
                      µ

v = velocity of flow
L = depth of channel (or pipe diameter)
p = density of fluid
µ = viscosity of fluid

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11
Q

Define Entrainment in a sedimentological context

A

The critical fluid velocity necessary to overcome gravity and friction to move a grain

Critical fluid velocity
* Proportional to grain size for
non-cohesive sand and
larger grains
* Non-linear for cohesive clay
to silt

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12
Q

What are the two components in fluid flow

A

Drag = lateral force due to friction between grain and fluid

Lift = vertical force due to Bernoulli effect

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13
Q

Describe the Bernoulli effect

A

As flow depth (or pipe diameter) decreases the velocity must increase

In order that the same volume of fluid may pass through

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14
Q

Why is the Bernoulli effect important in sedimentology

A

Air travels faster over the top of a wing because it has to travel further

Air is travelling slower under the wing and so the pressure is therefore greater and generate lift

If you are not going fast enough then you cannot generate enough lift

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15
Q

What is Stokes law

A

Stoke’s Law defines the settling velocity of a grain/ at which speed a grain is deposited

Stokes law says that the heaviest and largest grains are deposited first

             Δpd²g  W =      ---------------
                18µ

Δp = density difference between fluid and grain
d = diameter of grain
g = gravity
µ =Viscosity of fluid

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16
Q

Describe how grains behave in water

A
  • Need energy to generate lift to entrain grains
  • Less energy needed to keep grains in suspension
    once they have been entrained
  • Lift must exceed settling velocity
17
Q

Describe the settling velocities and entrainment of mud as a sediment

A

Fine grain size means very low settling velocities and should be easily entrained

But electrostatic charges mean that clay particles stick together into silt-sized particles by flocculation

18
Q

Describe how grains would behave when being transported/carried by air

A

Air has lower viscosity and density than water

  • Low viscosity and high difference in density between grain and fluid

Grain impacts would have less cushioning and therefore more abrasion of particles.

Traction carpet of saltating sand

19
Q

Describe desert sands

A

Clays winnowed

    • gravel stays put
  • = very well sorted
  • Impacts of saltating
    grains
  • = well rounded
  • = texturally supermature