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A Herschel-Bulkley model for mud flow down a slope
Xin Huang,
Marcelo H. García
Civil and Environmental Engineering
Earth Science and Environmental Change
Center for Latin American and Caribbean Studies
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Keyphrases
Herschel-Bulkley Model
100%
Mudflow
100%
Wavefront
75%
Shear Thinning
50%
Outer Solution
50%
Overlapping Region
50%
Inner Region
50%
Free Surface Profile
50%
Two Dimensional
25%
Scaling Analysis
25%
Low Reynolds number
25%
Rheological Properties
25%
Dynamic Measurement
25%
Nonlinear Rheology
25%
Rheological Measurements
25%
Momentum Equation
25%
Constant Volume
25%
Rheological Characteristics
25%
Continuity Equation
25%
Asymptotic Solution
25%
Transient Problems
25%
Composite Solution
25%
Spreading Width
25%
Physical Scaling
25%
Spreading Characteristics
25%
Herschel-Bulkley Fluid
25%
Asymptotic Perturbation Method
25%
Outer Region
25%
Nonlinear Partial Differential Equations
25%
Steep Slope
25%
Source Volume
25%
Depth-integrated
25%
Runout Distance
25%
Bingham Fluid
25%
Matched Asymptotics
25%
Bingham Model
25%
Sediment Deposits
25%
Momentum Integral Method
25%
Engineering
Shear Thinning
100%
Experimental Result
100%
Free Surface Profile
100%
Runout
100%
Transients
50%
Two Dimensional
50%
Integral Method
50%
Momentum Equation
50%
Constant Volume
50%
Continuity Equation
50%
Rheological Property
50%
Nonlinear Partial Differential Equation
50%
Herschel-Bulkley Fluid
50%
Estimated Distance
50%
Outer Region
50%
Physical Scaling
50%
Earth and Planetary Sciences
Mudflow
100%
Wave Front
75%
Shear Thinning
50%
Laboratory Experiment
25%