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Sedimentary Process 
Lecture 2#
Sediment Transport and Deposition 
Media: 
1. Water 
 Overland flow, channel flow 
 Waves, tides, ocean currents 
2. Air (small particle) 
3. Ice 
4. Gravity 
 Rock falls (no transport medium 
involved) 
 Debris flows, turbidity currents 
(water involved)
Different kinds of mass movements, 
variable velocity (and other factors)
From weathering to deposition: 
sorting and modifification of clastic particles
Effects of transport on rounding, sorting
Three types of flow: 
i. Laminar 
ii. Turbulent 
iii. Transitional
Laminar flow 
Turbulent flow
Flow regimes in a stream
Laminar flow vs Turbulent Flow 
 Two modes of flow dependent upon: 
 1. Velocity 
2. Fluid viscosity 
3. Bed roughness 
• Laminar Flow: streamlined, uniform current. 
Requires: Low fluid velocity or High viscosity or Smooth 
beds 
• Turbulent Flow: discontinuous, distorted, flow 
w/considerable motion perpendicular to primary flow direction. 
e.g: Eddies - highly turbulent flow (water and air) 
Eddy Viscosity - internal friction at a larger scale
Laminar flow vs Turbulent Flow 
 Laminar flow occurs at low flow velocities 
 Turbulent flow occurs at higher velocities 
 Reynolds number (Re) is used to determine whether 
flow is laminar or turbulent 
Re =ULρ 
μ 
When μ dominates, Re is small (<500), flow is laminar 
e.g., low velocity, shallow, or ice flows 
At high U and/or L, flow becomes turbulent (>2000) 
U = mean velocity, L = water depth, ρ=density, μ = fluid viscosity
Surface Waves & Froude Number 
Fluid Flow variables: 
– Viscosity (ignore for water) 
– Inertial forces 
– Gravity & depth (surface wave velocity) 
Froude # (Fr) - ratio of inertial forces to gravity, 
Fr= U , U= Mean velocity, g = gravity, L= water depth 
√gL 
Fr= 100 cm/s 
√9.8m / s2 * 50cm 
Froude # 
< 1, max wave velocity exceeds current, tranquil (sub-critical) 
>1, current velocity exceeds max wave velocity (supercritical)
Deeper 
Subcritical 
(Fr<1) 
Shallow 
Supercritical 
(Fr>1)
 Critical velocities are different for sediment 
entrainment and deposition, especially in the finer 
fractions 
 Fluid density and viscosity play a key role in 
determining which particle sizes can be transported 
 The amount of sediment transport is not only related to 
flow velocity (or bed shear stress) and grain size, but 
also to: 
i. Grain density 
ii. Grain shape
Sediment transport and deposition 
Stokes’ Law (settling velocity in a static fluid) 
( ) 2 
  
18 
g f 
vg= settling velocity; D=grain diameter; ρg = grain 
density; ρf= fluid density; μ=dynamic viscosity 
Stokes’ Law only applies to fine (<100 μm), quartz-density 
grains in water 
 
g 
gD 
V 
 

How are particles transported by fluids?
Transport modes in a turbulent fluid 
 Traction (rolling over the bed surface) 
 Saltation (jumping over the bed surface) 
 Suspension (permanent transport within the fluid) 
 Solution (Chemical transport)
A. Suspension; B. Bouncing ; C. Rolling
Sedimentology Concepts 
Fluid flow and bedforms 
 Unidirectional flow leads predominantly to 
asymmetric bed forms (two-or-three dimensional) or 
plane beds 
 Current ripples 
 Dunes 
 Plane beds 
 Anti-dunes 
 Oscillatory flow due to waves causes predominantly 
symmetric bedforms (wave ripples) 
 Combined flow involves both modes of sediment 
transport and causes low relief mounds and swales.
Bed forms and sedimentary structures for different flow regimes. 
(after Harms and Fahnestock, 1965 and Simons et al., 1965)
FLOW REGIMES 
Flow velocity
Current Ripples 
 Once movement of sand grains (<0.7 mm) occurs, current 
ripples are formed as a result of boundary layer 
separation, commonly accompanied by a separation 
vortex 
 Current ripples have a stoss side (erosion and transport) 
and lee side (deposition), the latter with a slope of ~ 30° 
(angle of repose) 
 Current ripples only form under moderate flow velocities, 
with a grain size < 0.7 mm 
 Height: 0.5-3 cm; wavelength: 5-40 cm
Dunes 
 Dunes are distinctly larger than current ripples 
 There is a relationship between boundary layer 
thickness (≈ flow depth in rivers) and the dimension of 
dunes 
 Dunes only form in grain sizes > 0.2 mm 
 Low flow velocities (bed shear stresses) yield straight-crested 
bedforms (valid for both dunes and current 
ripples); higher shear stresses result in sinuous to 
linguoid crest lines. 
 Sand waves constitute the largest category of 
subaqueous dunes
Plane beds and anti-dunes 
 In coarse sands (> 0.7 mm) lower-stage plane beds develop 
instead of current ripples 
 At high (but still subcritical) flow velocities upper-stage 
place beds are formed in all sand grain sizes 
 Supercritical flow conditions (Fr≈1 or higher) enable the 
formation of anti-dunes, characterized by bedform 
accretion in an upstream direction
Waves 
 Waves are wind generated oscillatory motions of water 
 Wave height is dependent on wind strength and fetch 
 The depth to which the oscillatory motion due to wave 
action extends is known as the wave base; shallow water 
leads to breaking waves 
 Wave ripples are distinct from current ripples due to their 
symmetry, and include low energy rolling grain ripples 
and high energy ‘vortex ripples’
Tides 
Tides are formed by the gravitational attraction of 
the moon and sun on the earth, combined with the 
centrifugal force caused by the movement of the 
earth around the center of mass of the earth moon 
system 
 Semi-diurnal or diurnal tidal cycles 
 Neap-spring tidal cycles 
 Annual tidal cycles
Ocean currents 
 The circulation of sea water in the world’s oceans is 
driven by wind and contrasts in density due to 
variable temperature and salinity (thermo-haline 
circulation), combined with the Coriolis effect 
 Ocean currents transport clay and silt in 
suspension, and sand as bed load, and their effects 
are especially important in deep waters, where 
storms and tides are less important.
Gravity flows 
 Debris flows have a high (> 50%) proportion of sediment to water can 
be both subaerial and subaqueous  low Reynolds numbers 
 Turbidity currents have a higher proportion of water, are always 
subaqueous and move due to density contrast  higher Reynolds 
numbers 
Re = 휌vL = vL 
μ υ 
where: 
v is the mean velocity of the object relative to the fluid (SI units: m/s) 
L is a characteristic linear dimension, (travelled length of the fluid; 
hydraulic diameter when dealing with river systems) (m) 
μ is the dynamic viscosity of the fluid (Pa·s or N·s/m² or kg/(m·s)) 
υ is the kinematic viscosity (υ = μ / 휌 ) (m²/s) 
휌 is the density of the fluid (kg/m³).
Ripple marks 
 Fine silt to fine sand 
 Slow to fast flow velocity
Dunes 
 Fine to coarse sand 
 Medium to high flow velocities 
 Sand loves to make dunes 
Modern Ancient
Lower plane beds 
 Fine to coarse sand, low flow velocity 
 Sand grains like to make ripples 
 Really slow velocity
Upper planar beds (laminae) 
 Fine silt 
 High flow velocity 
 Hard to tell apart from lower planar beds 
(Use grain size)
Anti-dunes 
 Fine silt to coarse sand 
 High flow velocity 
 Rarely seen in rocks
Flow direction 
 From looking at the rock structures, flow direction can 
be determined even if the rock is millions of years old 
When the flow has changed direction, 
the structure known as crossbeds
Conclusion 
 Planar stratification is primarily the product of aggrading plane 
beds 
 Cross stratification is formed by aggrading bedforms 
 Planar and trough cross stratification are the result of straight 
crested (2D) and linguoid (3D) bedforms, respectively 
- Small scale cross stratification (current ripples) 
- Large scale cross stratification (dunes) 
-Wave cross stratification (wave ripples) 
- Hummocky cross stratification [combined flow] (mounds and 
swales) 
 A single unit of cross stratified material is known as a set; 
multiple stacked sets of similar nature form co-sets.
Sedimentary Process

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Sedimentary Process

  • 2. Sediment Transport and Deposition Media: 1. Water  Overland flow, channel flow  Waves, tides, ocean currents 2. Air (small particle) 3. Ice 4. Gravity  Rock falls (no transport medium involved)  Debris flows, turbidity currents (water involved)
  • 3. Different kinds of mass movements, variable velocity (and other factors)
  • 4. From weathering to deposition: sorting and modifification of clastic particles
  • 5. Effects of transport on rounding, sorting
  • 6. Three types of flow: i. Laminar ii. Turbulent iii. Transitional
  • 8.
  • 9. Flow regimes in a stream
  • 10. Laminar flow vs Turbulent Flow  Two modes of flow dependent upon:  1. Velocity 2. Fluid viscosity 3. Bed roughness • Laminar Flow: streamlined, uniform current. Requires: Low fluid velocity or High viscosity or Smooth beds • Turbulent Flow: discontinuous, distorted, flow w/considerable motion perpendicular to primary flow direction. e.g: Eddies - highly turbulent flow (water and air) Eddy Viscosity - internal friction at a larger scale
  • 11. Laminar flow vs Turbulent Flow  Laminar flow occurs at low flow velocities  Turbulent flow occurs at higher velocities  Reynolds number (Re) is used to determine whether flow is laminar or turbulent Re =ULρ μ When μ dominates, Re is small (<500), flow is laminar e.g., low velocity, shallow, or ice flows At high U and/or L, flow becomes turbulent (>2000) U = mean velocity, L = water depth, ρ=density, μ = fluid viscosity
  • 12. Surface Waves & Froude Number Fluid Flow variables: – Viscosity (ignore for water) – Inertial forces – Gravity & depth (surface wave velocity) Froude # (Fr) - ratio of inertial forces to gravity, Fr= U , U= Mean velocity, g = gravity, L= water depth √gL Fr= 100 cm/s √9.8m / s2 * 50cm Froude # < 1, max wave velocity exceeds current, tranquil (sub-critical) >1, current velocity exceeds max wave velocity (supercritical)
  • 13. Deeper Subcritical (Fr<1) Shallow Supercritical (Fr>1)
  • 14.  Critical velocities are different for sediment entrainment and deposition, especially in the finer fractions  Fluid density and viscosity play a key role in determining which particle sizes can be transported  The amount of sediment transport is not only related to flow velocity (or bed shear stress) and grain size, but also to: i. Grain density ii. Grain shape
  • 15. Sediment transport and deposition Stokes’ Law (settling velocity in a static fluid) ( ) 2   18 g f vg= settling velocity; D=grain diameter; ρg = grain density; ρf= fluid density; μ=dynamic viscosity Stokes’ Law only applies to fine (<100 μm), quartz-density grains in water  g gD V  
  • 16. How are particles transported by fluids?
  • 17. Transport modes in a turbulent fluid  Traction (rolling over the bed surface)  Saltation (jumping over the bed surface)  Suspension (permanent transport within the fluid)  Solution (Chemical transport)
  • 18.
  • 19. A. Suspension; B. Bouncing ; C. Rolling
  • 20. Sedimentology Concepts Fluid flow and bedforms  Unidirectional flow leads predominantly to asymmetric bed forms (two-or-three dimensional) or plane beds  Current ripples  Dunes  Plane beds  Anti-dunes  Oscillatory flow due to waves causes predominantly symmetric bedforms (wave ripples)  Combined flow involves both modes of sediment transport and causes low relief mounds and swales.
  • 21.
  • 22.
  • 23. Bed forms and sedimentary structures for different flow regimes. (after Harms and Fahnestock, 1965 and Simons et al., 1965)
  • 24. FLOW REGIMES Flow velocity
  • 25.
  • 26. Current Ripples  Once movement of sand grains (<0.7 mm) occurs, current ripples are formed as a result of boundary layer separation, commonly accompanied by a separation vortex  Current ripples have a stoss side (erosion and transport) and lee side (deposition), the latter with a slope of ~ 30° (angle of repose)  Current ripples only form under moderate flow velocities, with a grain size < 0.7 mm  Height: 0.5-3 cm; wavelength: 5-40 cm
  • 27. Dunes  Dunes are distinctly larger than current ripples  There is a relationship between boundary layer thickness (≈ flow depth in rivers) and the dimension of dunes  Dunes only form in grain sizes > 0.2 mm  Low flow velocities (bed shear stresses) yield straight-crested bedforms (valid for both dunes and current ripples); higher shear stresses result in sinuous to linguoid crest lines.  Sand waves constitute the largest category of subaqueous dunes
  • 28. Plane beds and anti-dunes  In coarse sands (> 0.7 mm) lower-stage plane beds develop instead of current ripples  At high (but still subcritical) flow velocities upper-stage place beds are formed in all sand grain sizes  Supercritical flow conditions (Fr≈1 or higher) enable the formation of anti-dunes, characterized by bedform accretion in an upstream direction
  • 29. Waves  Waves are wind generated oscillatory motions of water  Wave height is dependent on wind strength and fetch  The depth to which the oscillatory motion due to wave action extends is known as the wave base; shallow water leads to breaking waves  Wave ripples are distinct from current ripples due to their symmetry, and include low energy rolling grain ripples and high energy ‘vortex ripples’
  • 30. Tides Tides are formed by the gravitational attraction of the moon and sun on the earth, combined with the centrifugal force caused by the movement of the earth around the center of mass of the earth moon system  Semi-diurnal or diurnal tidal cycles  Neap-spring tidal cycles  Annual tidal cycles
  • 31. Ocean currents  The circulation of sea water in the world’s oceans is driven by wind and contrasts in density due to variable temperature and salinity (thermo-haline circulation), combined with the Coriolis effect  Ocean currents transport clay and silt in suspension, and sand as bed load, and their effects are especially important in deep waters, where storms and tides are less important.
  • 32. Gravity flows  Debris flows have a high (> 50%) proportion of sediment to water can be both subaerial and subaqueous  low Reynolds numbers  Turbidity currents have a higher proportion of water, are always subaqueous and move due to density contrast  higher Reynolds numbers Re = 휌vL = vL μ υ where: v is the mean velocity of the object relative to the fluid (SI units: m/s) L is a characteristic linear dimension, (travelled length of the fluid; hydraulic diameter when dealing with river systems) (m) μ is the dynamic viscosity of the fluid (Pa·s or N·s/m² or kg/(m·s)) υ is the kinematic viscosity (υ = μ / 휌 ) (m²/s) 휌 is the density of the fluid (kg/m³).
  • 33.
  • 34. Ripple marks  Fine silt to fine sand  Slow to fast flow velocity
  • 35. Dunes  Fine to coarse sand  Medium to high flow velocities  Sand loves to make dunes Modern Ancient
  • 36. Lower plane beds  Fine to coarse sand, low flow velocity  Sand grains like to make ripples  Really slow velocity
  • 37. Upper planar beds (laminae)  Fine silt  High flow velocity  Hard to tell apart from lower planar beds (Use grain size)
  • 38. Anti-dunes  Fine silt to coarse sand  High flow velocity  Rarely seen in rocks
  • 39. Flow direction  From looking at the rock structures, flow direction can be determined even if the rock is millions of years old When the flow has changed direction, the structure known as crossbeds
  • 40.
  • 41. Conclusion  Planar stratification is primarily the product of aggrading plane beds  Cross stratification is formed by aggrading bedforms  Planar and trough cross stratification are the result of straight crested (2D) and linguoid (3D) bedforms, respectively - Small scale cross stratification (current ripples) - Large scale cross stratification (dunes) -Wave cross stratification (wave ripples) - Hummocky cross stratification [combined flow] (mounds and swales)  A single unit of cross stratified material is known as a set; multiple stacked sets of similar nature form co-sets.