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Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

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Page 1: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 2: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 3: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 4: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

2uC fb rfC 2/1

ghSb

ncssq )(

DgDq

q ss R

gDb

R

sR

Flow and Sediment Transport Relations

Constraining Environmental Constraining Environmental Conditions (Fluvial Fans)Conditions (Fluvial Fans)

Page 5: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Sandy channels Sandy channels

Gravel channels Gravel channels

c

Expanding Flow Expanding Flow

c 3.1

Page 6: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

12/3/12

)(]})ˆ11

[({ rDgD

Q

rDgD

rQS w

rcnso

s

RR

w

so

s

r

Q

QS

R32 S

Q

Q

w

so

3

2

Expanding Flow Model (bedload) Parker et al. (1998)

Reduce: n = 3/2 (bedload); Reduce: n = 3/2 (bedload); c

Terrestrial Fans (Stock et al., 2008), Terrestrial Fans (Stock et al., 2008), Experimental Fans Experimental Fans

No Dependence on g, D, or Flow No Dependence on g, D, or Flow Width! Width!

Page 7: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 8: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 9: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 10: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 11: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 12: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

0.00

0.04

0.08

0.12

0.16

0.0 0.5 1.0 1.5

Norm. Distance (r/L)

Norm

. Ele

vation (z/

L)

0.016

0.033

0.063

0.016

0.033

0.063

Qso/Qw

0.00

0.04

0.08

0.0 0.5 1.0 1.5

Norm. Distance (r/L)

Norm

. Ele

vation (z/

L)

0.016

0.033

0.063

0.016

0.033

0.063

Qso/Qw

Suspension-Dominated SandBedload-Dominated Sand

Straight to Concave Profiles Convexo-Concave Profiles

Page 13: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Radial Slope Profiles: 270 mm Sand

0.000

0.050

0.100

0.150

0.200

0 0.5 1 1.5

Norm. Distance (r/L)

Slo

pe0.016

0.033

0.063

0.016

0.033

0.063

Qso/Qw

Bedload-Dominated Sand

Straight to Concave Profiles

Page 14: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Bedload-Dominated Sand Experiments

Vary Qw

Lines are Theoretical Prediction (no tuning of parameters)

0.00

0.04

0.08

0.12

0.16

0.00 0.02 0.04 0.06 0.08 0.10

Qso/Qw

Slo

pe

Qw, 270 um

160 um

270 um

460 um

550 um

Qw, 550 um

Page 15: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Bedload-Dominated Sand Experiments

Vary Qso

Lines are Theoretical Prediction (no tuning of parameters)

0.00

0.04

0.08

0.12

0.16

0.00 0.02 0.04 0.06 0.08 0.10

Qso/Qw

Slo

pe

Qso, 160 um

160 um

Page 16: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Radial Slope Profiles: 120 mm Sand

0.000

0.040

0.080

0.120

0 0.5 1 1.5

Norm. Distance (r/L)

Slo

pe

0.016

0.033

0.063

0.016

0.033

0.063

Qso/Qw

Suspension-Dominated Sand

Convexo-Concave Profiles

Page 17: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Suspension-Dominated Sand Experiments

Vary Qw

Lines are Theoretical Prediction (no tuning of parameters)

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.00 0.02 0.04 0.06 0.08 0.10

Qso/Qw

Slo

pe

Qw, 120 um

120 um data

100 um data

Qw, 70 um

70 um data

Qw, 160 um

160 um data

Page 18: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Suspension-Dominated Sand Experiments

Vary Qso

Lines are Theoretical Prediction (no tuning of parameters)

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.00 0.02 0.04 0.06 0.08 0.10

Qso/Qw

Slo

pe

Qso, 120 um

120 um data

Qso, 160 um

160 um data

Page 19: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

Suspension-Dominated Coal Experiments

Lines are Theoretical Prediction(sediment transport coefficient tuned to match lowest Qso/Qw point)

0.00

0.01

0.02

0.03

0.04

0.00 0.01 0.02 0.03 0.04 0.05

Qso/Qw

Slo

pe

Qw, 550 um

550 um data

Qw, 130 um

125-130 um data

Qso, 130 um

130 Qso data

Page 20: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 21: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 22: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 23: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 24: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 25: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)
Page 26: Flow and Sediment Transport Relations Constraining Environmental Conditions (Fluvial Fans)

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