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(A)
Non-linear water-driven transport (n=1.5)
Sinuous deep incised valley
Shelf-edge delta
Sinuous deep and narrow incised valleys
0
-0.5
-1.0
1 0
2 0
3 0
x (km )
4 0
5 0
6 0
0
(B)
Linear water-driven transport (n=1)
Straight shallow incised valley
Straight shallow and wide incised valleys
Broad delta
A
A'
0
- 0.5
-1.0
0
10
20
30
x (km)
40
50
60
(C)
Slope-driven transport (n=0)
Subaerial erosional surface
Wide subaerial erosional surface
Uniform shoreline
A
A'
0
- 0.5
-1.0
0
10
20
30
x (km)
40
50
60
Sedimentation Rate
Sand
10 m/ka
100%
0
50%
-10 m/ka
0%
Fig. 8. Comparison of the evolution of the passive margin model obtained using (A) a non-linear water driven diffusion
equation (non-linear exponent n = 1,5), (B) a linear water-driven diffusion equation (n = 1) and (C) a simple slope-driven
diffusion equation (n = 0).
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