Morphodynamic modelling of wave reworking of an alluvial delta and application of results in the standard reservoir modelling workflow - From Depositional Systems to Sedimentary Successions on the Norwegian Continental Margin - page 174

(A) (B) (C)

N

(D) (E) (F)

H s

1

S silt
1.10 −4 m 2 /s

u
1 m/s

S sand
1.10 −4 m 2 /s

y

1000 m

0

x

Fig. 4. Simulation of the Base case scenario showing after 2 simulated months (top): (A) Significant wave height (H s )
distribution. Here, simulated bed levels are represented by the 0 m (black) and −1 m (grey) MWL contours. (B) depth-averaged
flow velocity field (ū ), and (C) depth-averaged suspended load transport field for the sand (S sand ) and silt (S silt ) fractions. (D to
F) show similar plots after 45 simulated months.