Shields parameter

E261323

The Shields parameter is a dimensionless number in sediment transport theory that characterizes the initiation of particle motion on a bed by relating fluid shear stress to the submerged weight of sediment grains.

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Shields parameter canonical 2

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Predicate Object
instanceOf dimensionless number
hydraulic engineering concept
sediment transport parameter
alsoKnownAs Shields number
appliesTo noncohesive sediment beds
uniform sediment beds
assumes steady uniform flow in its classical derivation
category Fluid mechanics
Hydraulics
Earth sciences
surface form: Sedimentology
characterizes initiation of particle motion
definedBy ratio of bed shear stress to submerged specific weight of sediment times grain diameter
dependsOn bed shear stress
fluid density
gravitational acceleration
sediment density
sediment grain size
dimension dimensionless
hasCriticalValue critical Shields parameter for incipient motion
hasFormula θ = τ / [(ρ_s − ρ) g d]
hasVariable d (sediment grain diameter)
g (gravitational acceleration)
ρ (fluid density)
ρ_s (sediment density)
τ (bed shear stress)
introducedBy Albert F. Shields
introducedIn 1936
relatedTo Meyer-Peter–Müller bed-load formula
surface form: Meyer-Peter–Müller formula

Shields curve
bedload transport equations
particle Reynolds number
relates fluid shear stress to submerged weight of sediment grains
symbol θ
τ*
usedFor assessment of erosion risk
design of stable channels
prediction of bedload transport
usedIn coastal engineering
dimensionless analysis of sediment motion
fluvial hydraulics
numerical morphodynamic simulations
river morphodynamics models
sediment transport theory
usedToDetermine critical shear stress for incipient motion
variesWith bed roughness conditions
flow regime

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Referenced by (2)

Full triples — surface form annotated when it differs from this entity's canonical label.