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(A)
(B)
100
Base case
Base case
-
-
-3
-4
-5
-6
0
80
60
−5
-7
40
-8
-9
-10
-11
−10
20
−15
0
0
20
40
60
80
100
0 0 03040
(C)
(D)
100
-
-
-3
-4
-5
-6
-7
-8
-9
Q
low
Q
low
0
80
60
−5
40
−10
20
-10
-11
−15
0
0
20
40
60
80
100
0 0 03040
(F)
(E)
100
-1
-2
-3
-4
-5
-6
-7
-8
Q
high
Q
high
0
80
60
−5
40
-9
-10
−10
t
1
t
45
20
-11
−15
0
0
20
40
60
80
100
0 0 03040
%
Time
Fig. 11.
Hypsometric curves for the model domain showing cumulative distribution (%) bed-level changes in time (lines
graded from white to grey) with the final hypsometric curve after 44 simulated months (in red) of wave-induced reworking
superimposed for (A) no fluvial discharge (Base case), (C) low fluvial discharge (
Q
low
), (E) high fluvial discharge (
Q
high
).
Figures B, D and F show the temporal development of sediment volume (in %) present beneath specific bed level intervals
(−1 m to −11 m MWL).
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