(a) Compressed Gaussian (b) Stretched Gaussian (c ... · 0.02 0.025 Proportion of mobilized...
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0 50 100 150 200 250 0 0.005 0.01 0.015 0.02 0.025 Proportion of mobilized sediment deposited Distance downstream (m) (c) Exponential a = 0.1 b = 0.2 0 50 100 150 200 250 0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 Proportion of mobilized sediment deposited Distance downstream (m) (a) Compressed Gaussian σ = 10 μ = 125 0 50 100 150 200 250 1.5 2 2.5 3 3.5 4 x 10 -3 Proportion of mobilized sediment deposited Distance downstream (m) (b) Stretched Gaussian σ = 100 μ = 125 +1.14 m -1.29 m +1.28 m -1.28 m +1.46 m -1.25 m 0 50 m 0 50 m 0 50 m -1.0 -0.5 0.0 0.5 1.0 1.5 Elevation change (m) 100 200 300 400 500 600 700 800 Volume (m³) 900 -1.5 -1.0 -0.5 0.0 0.5 1.0 1.5 Elevation change (m) 100 200 300 400 500 600 700 800 900 Volume (m³) -1.5 -1.0 -0.5 0.0 0.5 1.0 1.5 Elevation change (m) 100 200 300 400 500 600 700 800 900 Volume (m³) 0 5 10 15 20 25 30 35 40 45 50 0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 Proportion of mobilized sediment deposited Distance downstream (m) 0 5 10 15 20 25 30 35 40 45 50 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 Proportion of mobilized sediment deposited Distance downstream (m) a = 0.2 b = 0.4 σ = 10 μ = 25 (e) Shortened exponential (d) Shortened Gaussian 0 50 m +0.88 m -1.06 m +0.96 m -0.97 m 0 50 m -1.0 -0.5 0.0 0.5 1.0 1.5 100 200 300 400 500 600 700 800 900 -1.5 Elevation change (m) Volume (m³) -1.0 -0.5 0.0 0.5 1.0 1.5 100 200 300 400 500 600 700 800 -1.5 900 Elevation change (m) Volume (m³)
Transcript of (a) Compressed Gaussian (b) Stretched Gaussian (c ... · 0.02 0.025 Proportion of mobilized...
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(a) Compressed Gaussianσ = 10μ = 125
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(b) Stretched Gaussianσ = 100μ = 125
+1.14 m
-1.29 m
+1.28 m
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-1.25 m
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a = 0.2b = 0.4
σ = 10μ = 25
(e) Shortened exponential(d) Shortened Gaussian
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