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Faculty of Geosciences
River and delta morphodynamics
Biogeomorphodynamics of
rivers, estuaries and their floodplains
Maarten G. Kleinhans
L. Braat, I. Lokhorst, B. de Vries, M. van Oorschot,
S. Selakovic, M. Brückner
To twist the lion’s tail Kleinhans et al. 2010 HESS
reality conceptual model, description
numerical model experiment
3
4
Uniformly seeded vs spread by water
van Dijk et al. 2014 WRR
Size of a river?
discharge sets the size (hydraulic geometry)
bank stability modifies width/depth
threshold channel (Parker)
→ braiding
vegetated and muddy floodplains (our experiments + models)
→ meandering
Eco-engineering species: mainly vegetation
Spread by water
5
Model of a numerical model
time-
dependent
boundary
conditions
f (t)
flow,
waves
sand and mud
transport
morphology,
sedimentology
Delft3D
▪ hydrodynamics
▪ flow resistance
▪ bioturbation/
stabilisation
▪ substrate
▪ peat formation
settling
growth
mortality
select species
habitats
Life stages:
engineering traits
van Oorschot et al. 2016
Eco-engineers
6
7
6 August 2013: 46 m3/s
8
9 August 2013: 326 m3/s (max: 800)
Dense, young willow+poplar
9
The life and death of willow and poplar
10
Flooding (days)
Dessication (days)
Flow velocity (m/s)
Mortality
(%)
Sensitive
Resistant
Burial : sedimentation > shoot height
Scour: erosion > rooting depth
van Oorschot et al. 2016 ESPL
300 years
3 bends
3.7 km
variable Q,H:
11
50-400 m3/s, 2-4 m depth
Idealised model inspired by Allier river
vegetationdepth (m)
van Oorschot et al. 2016 ESPL
Oxbows
Chute cut-off
Age distribution
Chute cut-off
Age
distribution
Oxbows
River morphology observed
Bed levelSeedlings Saplings Forest
River morphology modelled
Comparison
13
Mud +
vegetation
Only mud
Mud only
 less high water
 less dynamic
Vegetation
 mud along channel
 more confined
and more dynamic
vegetation
mud
mud
depth
Bente de Vries MSc thesis
14
meanfractiononthesurface
distance from channel (m)
Levees encroach when vegetated
Bente de Vries MSc thesis
Rivers with vegetation + mud
More vegetation causes higher flood levels:
Combination mud+vegetation:
mud well-spread over floodplain
close to channel due to vegetation on levees
Our numerical model is now muddy, alive and kicking
15
Dovey estuary (Wales)
initial conditions
biomorphological
processes
boundary
condition
16
Vegetation in estuaries: triple trouble?
bank stabilised
Not a threshold channel
Salt marsh and mud flats form protective
vegetated and muddy ‘floodplains’?
Width/depth modified
Bar patterns?
Deepening and funneling, or reduction of intertidal area?
Tides penetrate further? Longer estuary??
Filling of intertidal leads to flood-dominance?
17
Braat et al. 2017 ESurf
de Haas et al. 2017 accepted ESR
Osborne Reynolds
1842-1912
Scaling well-done*, results nearly useless
* from engineering perspective 18
19
www.uu.nl/metronome
20
River:
- flow
- walnut
- seeds
Sea:
- constant H
- waves
Scaling:
1:1000 space/time
Sediment mobility 1:1
21
we go nuts
for mud
Braat et al. in prep.
22
tidal storage filled:
ebb-flow reduced
→ infilling
focused channel
reduces self-formed friction
and
lowers water levels
→ confinement
Salt marsh 1:1000
23
mm
Veronica beccabunga
Lokhorst et al. in prep. ESPL
24
Veronica beccabunga
Lotus
sedimentation
bank protection
self-facilitation
25
funneling
funneling
transitioning to marsh / floodplain
transitioning to marsh / floodplain
26
Clean sand
Vegetation
Mud
Vegetation and mud
Wanna see this pic? Register: www.uu.nl/bruningslecture
Size of an estuary?
Bars scale with estuary width
Mud confines width
and reduces tidal prism → flood dominance
Vegetation enhances mud accretion
and focusses flow
27
Mud funnels and fixes
28
Concentration in river
50 mg/L
20 mg/L
5 mg/L
0 mg/L
mud at surfacebed level
Braat et al.
Esurf 2017
Delft3D
First attempts with mud + vegetation
More funneling and fixing, but also filling?
Issues:
hydrodynamic and morphological timestep
ecological timestep: integrating past conditions
bank erosion
waves: computational time
29
Braat
Lokhorst
Brückner
Vegetation on tidal bar, Westerschelde
30
Muriel Brückner in prep
Outlook: species data-model
31
Selakovic et al. in prep. ESPL
Outlook: Holocene estuaries
32
de Haas et al. in prep. Sedimentology
peat
levees
33
Geomorphologists Geologists
dynamic equilibrium filling up
constant / changing boundary conditions forcings
attempt modelling centuries know about millenial scale
study living landscapes study dead landscapes
cross cultural divide + collaborate
Conclusions
Dynamic river meandering and estuary shape+evolution:
requires living landscapes
Species
Settling, growth, mortality as function of hydromorphodynamics
(Mijke van Oorschot, presentation tomorrow)
Eco-engineering effects on hydromorphodynamics incl. mud
34
35
Three methods
Landscape experiments
Numerical model
Field observations
samples
remote sensing
geology
36
Rivers and estuaries
with mud and vegetation
37
No mud
0-15
(mm)
1 m
20% ‘mud’ supply
Van Dijk, van de Lageweg & Kleinhans 2013 ESPL
Our river experiments: effect of mud
38
van Dijk et al. 2014 WRR
39
Allier river, France
valley confinement
+
hydraulic resistance of
vegetation
=
higher flood water levels
More overbank flow!
Dynamic biomorph, so much young veg
40Harke Douma & Elisabeth Addink (in prep.)
low vegetation pioneerstree cover
41
vegetation
+ mud
vegetation
mud
nothing
Bente de Vries MSc thesis
42
Kleinhans et al. in prep ESPL
Endmembers in shape?
43
Andre Ermolaev
Mahakam
Google Earth
< threshold channel
versus
stable banks >
tidal wave
dampens
tidal wave
funnels
Experiments: tilting flume for tidal flows
nature
20 m
rivers
analogue model
2 cm
estuaries
old method
flood
ebb
flood
ebb
steeper won’t work:
low flood mobility
tidal wave decays
ebb
flood
new method
periodic
tiltneed same mobility
has same sand
→ steeper
Kleinhans et al. 2014 ESR Kleinhans et al. 2015 JGR, 2017 Esurf accepted
44
Clean sand
With mud
Braat et al. in prep.
46
salt marsh
mud
accretion

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