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Faculty of Geosciences
River and delta morphodynamics
From milliseconds to centuries: long-term
coastal morphology modelled with a new
wave orbital motion parameterization
Márcio Boechat Albernaz
PhD Candidate – m.boechatalbernaz@uu.nl
Gerben Ruessink
Dirk-Jan Walstra
Pieter Koen Tonnon
Bert Jagers
Maarten Kleinhans
2
Introduction
Source: Rijkswaterstaat Vaklodingen
Introduction
3
Long-term morphology
Tides + Waves
Why?
Inlet enlargement
Diffusive morphology
Lack of channels
Erosion of flats
Wave shape
Not fully resolved in
morphodynamic models
Parameterized
4
Wave shape
Parameterizations:
Isobe & Horikawa 1982 (IH) – in Delft3D
■ Derived from experiments
■ 3rd Cnoidal + 5th Stokes
Ruessink et al 2012 (RUE)
■ Derived from field measurements
■ Ursell number
5
Wave shape
Intra wave orbital velocities: “Offshore”
IH -> Skewed?!
RUE -> Sin
6
Wave shape
Intra wave orbital velocities:
Shoaling zone
IH -> More Skewed
RUE -> Skewed
“Offshore”
IH -> Skewed
RUE -> Sin
7
Wave shape
Intra wave orbital velocities:
Surf zone
IH -> Skewed
RUE -> As/Sk
Shoaling
IH -> Skewed
RUE -> Skewed
“Offshore”
IH -> Skewed
RUE -> Sin
8
Sediment transport predictor
 Van Rijn 2004/2007
■ Bed load
■ Suspended load
Critical Shields
+
Non-linear term
Non-linear
Skewed based transport
Uon & Uoff
9
Model implementation
Implemented RUE into Delft3D source code
IH is the default parameterization
VR04 sediment transport (w/ intra wave)
10
2DH model
50 – 12 m resolution
M2 tides
SWAN wave model
200-250 µm sand
10-100 yrs
10-50 morfac
Cross-shore Non-Linearities
Swell wave: Hs=1m Tp=8s
skewness Sk/As As/Sk
skewness
sinusoidal
No asym
11
Model Forcing
Wave reduction
Wave reduction - energy
13 cases
~25 yrs measurements
IJmuiden munitiestortplaats <http://live.waterbase.nl>
12
Cross-shore Morphology
Default sediment transport values
10 yrs
Beach Envelop
Closure depth
“Scour”
Shoreline
13
Bed U Sus U
Total
ON
OFF
Cross-shore Sed. Transport
Yearly net transport
Default:
■ HIGH bed load [IH]
■ on/off unbalance
Calibration:
■ equal bed / sus
■ ON = OFF [total=0]
14
4.6 x bed load
15% 72%
15% 20% ON
OFF
Cross-shore Morphology
100 yrs
15
10 yrs
Alongshore Sediment Transport
16/19
N
S
N
S
Bed V Sus V Total
15% 72% 15% 20%
Yearly net transport
Default:
■ IH higher than RUE
(Xshore) Calibration:
■ RUE higher than IH!
NOT Alongshore Uniform
Coastal Hump ~3.7Mm³
17/19
IH
RUE
Alongshore Sediment Transport
Volume diffusion
IH slower diffusion – littoral drift
18/19
IH RUE
Complex [shallow] morphology
19
Can we get it right?
Or closer to
Tidal Basin Morphology
Wave climate – 100 yrs
Xshore Calibrated values
IH - 20% RUE - 80%
20
21
Tidal Basin Morphology
“Same” (XShore) transport values – large differences!
Tidal Basin Morphology
Inlet, Channels and shoals
Ameland
Tidal Basin Morphology
Basin
IH overshallowing & diffusion
Inlet expansion
Channel infilling &
shallowing
Tidal Basin Morphology
Delta
RUE smaller delta [eroded barrier?]
IH diffusive morphology
Asymmetry/Skewness
Skewness
25
Conclusions
Tidal IH – 20%
RUE - 80%
Inlet enlargement
Diffusive morphology
Lack of channels
Erosion of flats
Conclusions
 “Same” transport -> [very] different [long-term] morphology
 Isobe Horikawa (skewness only)
 Higher XShore sediment transport – strong unbalance of transport modes
 Over-calibration of transport magnitude (is it correct then?)
 Decoupling of Xshore & Alongshore processes [Shoreline & Littoral drift]
 Excessive morphological diffusion
 Ruessink (skewness + asymmetry):
 No need to over-calibrate transport due to correct hydrodynamic processes
 Incision & Diffusion more balanced with nature and tidal (only) models
 Overall morphology closer to observed in nature
Márcio Boechat Albernaz
PhD Candidate – m.boechatalbernaz@uu.nl
26

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