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CLASTIC TRANSPORT AND FLUID FLOW

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Weathered rock and minerals fragments are transported from source areas to ... In rock or talus falls, clasts of any size simply fall freely. ... – PowerPoint PPT presentation

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Title: CLASTIC TRANSPORT AND FLUID FLOW


1
CLASTIC TRANSPORT AND FLUID FLOW
  • CHAPTER 3

2
Chapter-3 Clastic transport and fluid flow
  • Weathered rock and minerals fragments are
    transported from source areas to depositional
    sites (where they are subject to additional
    transport and redeposition) by three kinds of
    processes
  • 1- dry (non-fluid assisted), gravity-driven mass
    wasting processes such as rock fall and rock
    slides

3
  • 2- wet (fluid assisted), gravity-driven mass
    wasting processes (sediment gravity flows) such
    as grain flows, mudflows, debris flows, and some
    slumps and
  • 3- processes that involve direct fluid flows of
    air, water, and ice.

4
  • Mass wasting
  • Fluid flow
  • Reynolds Number
  • Froud Number
  • Entrainment, transport and deposition of clasts
  • Transport

5
Mass Wasting
  • Mass wasting processes are important mechanisms
    of sediemnt transport.
  • Although they move the soil and rock debris only
    short distances downslope , these processes play
    a crucial role in sediment transport by getting
    the products of weathering into the
    longer-distance sediment transport system.

6
Mass Wasting
  • In dry mass-wasting processes, fluid plays either
    a minor role or no role at all.
  • In rock or talus falls, clasts of any size simply
    fall freely.
  • Downslope movement of bodies of rocks or sediment
    in slumps or slides glide downslope en masse
    without significant internal folding or faulting.
    Fluids near the base provides lubrication and
    promotes failure along slippage surface.

7
Reynolds Number
  • Re 2rVp/?
  • Sir Osborne Reynolds addressed the problem of how
    laminar flow changes to turbulent flow.
  • The transition from laminar to turbulent flow
    occurs as velocity increases, viscosity decrease,
    the roughness of the flow boundary increases,
    and/or the flow becomes less narrowly confined.

8
Froud Number
  • The Froud Number is the ratio between fluid
    inertial forces and fluid gravitational forces.
  • It compares the tendency of a moving fluid (and a
    particle borne by that fluid) to continue moving
    with the gravitational forces that act to stop
    that motion.
  • The force of inertia express the distance
    traveled by a discrete portion of the fluid
    before it comes to rest.
  • Like reynolds Numbers, Froud numbers are
    dimensionless.

9
Froud Number
  • Fr fluid inertial forces .
  • gravitational forces in flow

10
Deposition What forces control the settling of
particles?
  • As soon as a particle is lifted above the surface
    of a bed, it begins to sink back again.
  • The distance that it travels depend on the drag
    force of the current, and the settling velocity
    of the Particle.
  • The velocity at which a clast settles througha
    fluid is calculated using STOKES LAW of settling

11
Stokes Law of settling
  • The gravitational force pulling the particle down
    versus the drag force of the fluid resisting this
    sinking.
  • The particle will be initially accelerate due to
    gravity, but soon the gravitational and drag
    forces reach equilibrium, resulting in a constant
    Terminal Fall Velocity.

12
  • The drag force exerted by a fluid on a falling
    grain is proportional to the fluid density (?F),
    the diameter (d) of the grain (in centimeters),
    the drag coefficient (CD) and the fall velocity
    (V).
  • Drag force CD p (d2/4) (?F V2/2)

13
Drag force
  • Upward force due to buoyancy of the fluid is
    Fupward 4/3 p (d/2)3 ?Fg
  • Downward forces due to gravity
  • Fg 4/3 p (d/2)3 ? sg, where ps is the density
    of the particle.
  • Drag force Fg - Fupward

14
Drag force Fg - Fupward
  • CD p (d2/4) (pF V2/2) 4/3 p (d/2)3 ?sg - 4/3 p
    (d/2)3 ?Fg
  • V2 4gd (?s- ?F)
  • 3 CD ?F
  • For low laminar flow at low concentrations of
    particle and low Reynolds numbers, CD is equal to
    24/Re.
  • V 1/18 (? s- ? F g d2 /u) - Stokes Law of
    settling
  • V-velocity, g-gravity, u-viscocity, even the
    differnce in density (?s- ? F) is constant for a
    given situation. It can be substitute for C
  • C (? s- ? F)g
  • 18u
  • Stokes law reduces to VCD2

15
Stokes law reduces to VCD2
  • When density and viscosity are constant, settling
    velocity increases with the diameter of the
    particle.
  • Larger grains fall faster.
  • Settling velocity decreases with higher
    viscosities and increases with denser particles.
    C (?s- ?F)g
  • 18u

16
Implications of the Stokes Law
  • High density minerals settle more rapidly than
    low density minerals.
  • Slow-moving, highly viscous fluids such as
    mudflows and density currents can transport
    coarser-grained materials than less viscuos
    fluids such as rivers and the wind, despite the
    normally higher velocity of these less viscous
    fluids.

17
  • Lower temperatures will increas viscosity
    decreasing the fall velocity.
  • Because of turbulence, coarser particles fall
    more slowly than predicted.
  • Non-spherical flakes such as mica will settle
    more slowly than spheres with the same density.
  • Angular grains will generate small turbulent
    eddies that retard settling velocity.

18
Hydraulic equivalency
  • The term refers to clasts that settle at
    identical velocities despite substantial
    differences in size, shape, angularity, and
    density.
  • ie. Sediment mixes of fine grained, silt-size
    magnetite, fine sand-size biotite flakes, and
    medium sand-size quartz.
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