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Effect of Subsidence Styles and Fractional Diffusion Exponents on Depositional Fluvial Profiles Vaughan Voller: NCED, Civil Engineering, University of.

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Presentation on theme: "Effect of Subsidence Styles and Fractional Diffusion Exponents on Depositional Fluvial Profiles Vaughan Voller: NCED, Civil Engineering, University of."— Presentation transcript:

1 Effect of Subsidence Styles and Fractional Diffusion Exponents on Depositional Fluvial Profiles Vaughan Voller: NCED, Civil Engineering, University of Minnesota Liz Hajek: NCED, Geosciences, Pennsylvania State University Chris Paola: NCED, Geology and Geophysics, University of Minnesota

2 Objective: Model Fluvial Profiles in an Experimental Earth Scape Facility --flux sediment deposit subsidence In long cross-section, through sediment deposit Our aim is to predict steady state shape and height of sediment surface above sea level for given sediment flux and subsidence

3 sediment deposit subsidence One model is to assume that transport of sediment at a point is proportional to local slope -- a diffusion model In Exner balance This predicts a surface with a significant amount of curvature

4 --flux BUT -- experimental slopes tend to be much “flatter” than those predicted with a diffusion model Hypothesis: The curvature anomaly is due to “Non-Locality” Referred to as “Curvature Anomaly ”

5 A possible Non-local model: sediment flux at a point x at an instant in time is proportional to the slope at a time varying distance up or down stream of x up down Two parameters: “locality weighting” “direction weighting” (balance of up to down stream non-locality) up-stream only down-stream only 1

6 ~3m YY In experiment surface made up of transient channels with a wide range of length scales Assumption flux in any channel (j) crossing Y—Y Is “controlled” by slope at current down-stream channel head --a NON-LOCAL MODEL with Consider the following conceptua l model Y Y max channel length

7 Y Y Consider the following conceptua l model Y Y representative Flux across at x is then a weighed sum of the current down-stream slopes of the n channels crossing Y-Y flux across a small section controlled by slope at channel head max channel length Unroll

8 i-1 i i+1 i+n-1 i+n-2 x A Finite Difference Form Flux at x is weighted sum of down-stream slopes Provides a finite difference form for Exner With appropriate power law weights Recovers right-hand Caputo Fractional Derivative Order and Weight channels by down-stream distance from x

9 So with non-local channel model problem to solve is alpha close to 1 moves to single local weight at x Smaller alpha more uniform dist. of weights

10 Shows that a small value of alpha (non-locality) will reduce curvature and get closer to the behavior Seen in experiment Use the finite difference solution of

11 A little more analysis: A general linear subsidence problem Analytical solution sediment subsidence rate/2 With negative sub. rate slope Can get negative curvature For alpha<1 With positive sub. rate slope Much harder to “flatten profile” By decreasing alpha Other “flattening models” e.g., non-linear diff No Negative curvature

12 Conclusions * A non-local channel concept has lead to a fraction diffusion sediment deposition model * With locality factor alpha ~0.25 (1 is local) model comes close to matching “flatness” of XES * But the non-local model introduces additional degrees of freedom-- this makes it easier to fit * The conceptual model helps BUT we still do not know how to independently determine the value of the locality factor alpha or direction factor beta * The theoretical appearance of a negative curvature for a negative sloping subsidence (not seen in other models) suggests a experiment that may go a long way to validating our proposed non-local deposition model


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