Sediment Transport

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24 Terms

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Dry mass wasting
* gravitational collapse of slope
* no water/little water
* avalanche
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Sediment entrainment
* sediments enter the fluid
* more energy needed to entrain than keep moving
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parameters for how fluids flow:
* density
* viscosity/resistance to flow
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laminar flow
uniformly in parallel/subparallel sheets

* low velocity water
* lower flow velocity near the bed
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turbulent flow
unpredictable flow that changes in local pressure and velocity ie eddies (more mixing)

* high velocity water flow
* higher flow velocity near the bed
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What determines if a flow is laminar or turbulent
Reynolds number

*
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reynolds number is dependant on:
* velocity
* viscosity
* flow boundary roughness
* confinement of flow
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froude number
measures how gravity affects fluid flow (shallow water)

* inertia vs shallow wave
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subcritical flow
Fr
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critical flow
Fr = 1

velocity = wave speed
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supercritical flow
Fr>1

most downstream flow
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hydraulic jump
sudden change from supercritical to subcritical flow
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bernoullis principle
flow entering and leaving at equal marks must be the same magnitude of pressure and speed

* fluid must be incompressible
* friction by viscous forces = negligible
* this keeps planes up
flow entering and leaving at equal marks must be the same magnitude of pressure and speed

* fluid must be incompressible 
* friction by viscous forces =  negligible
* this keeps planes up
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traction
sediment is dragged and rolled along bed surface

* bedload
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saltation
sediments jump along bed

* bedload
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suspension
sediments float along with flow

* suspended load
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hjulstrom curve
both larger grain and smaller grain sizes need higher velocity to be transported
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why does the hjulstrom curve include small grain sizes
* flocculation due to charges of clay platelets to increase diameter
* viscous sublayer at the bed make it difficult to erode
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stokes law
predicts settling velocity of sediment for spherical grains, laminar flow, and dilute suspensions

* if density of particle > density of fluid, it will settle
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Types of Gravity Flows
* turbidity current
* liquefied flow
* grain flow
* mud/debris flow
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turbidity currents
gravity flows where sediment is supported by upward turbulence of fluid

* flows down slope due to denser than water
* fining upwards/normal grading due to decrease in energy
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liquefied flow
gravity flow via concentrated grains supported by pore space fluids

* flow when force is encountered and lose cohesion = liquefaction
* leads to pipes/fluid escape structures
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grain flow
gravity flow via cohesionless sediment moves downslope via gravity (30 degrees under air)

* water/air is present btwn grains but dont propel
* need high slope
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debris flows
gravity flows through masses of liquified mud that move via gravity with BOULDER-sized clasts

* >10 degree after heavy rains
* inverse graded