tidal flat morphodynamics: a synthesis
DESCRIPTION
Tidal Flat Morphodynamics: A Synthesis. Carl Friedrichs Virginia Institute of Marine Science, College of William and Mary Main Points. 1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy. - PowerPoint PPT PresentationTRANSCRIPT
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Tidal Flat Morphodynamics: A Synthesis
1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy.2) Tides usually move sediment landward; waves usually move sediment seaward.3) Tides and/or deposition favor a convex upward profile; waves and/or erosion favor a concave upward profile.4) South San Francisco Bay provides a case study supporting these trends.
Carl FriedrichsVirginia Institute of Marine Science, College of William and Mary
Main Points
Photo of Jade Bay tidal flats, Germany (spring tide range 3.8 m)by D. Schwen, http://commons.wikimedia.org
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(b) Estuarine or back-barrier tidal flat
(a) Open coast tidal flat
Tidal flat = low relief, unvegetated, unlithified region between highest and lowest astronomical tide.
Tidal Flat Definition and General Properties
(Sketches from Pethick, 1984)
e.g., Yangtze mouth
e.g., Dutch Wadden Sea
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(b) Estuarine or back-barrier tidal flat
(a) Open coast tidal flat
Tidal flat = low relief, unvegetated, unlithified region between highest and lowest astronomical tide.
Tidal Flat Definition and General Properties
(Sketches from Pethick, 1984)
Note there are no complex creeks or bedforms on these simplistic flats.
e.g., Yangtze mouth
e.g., Dutch Wadden Sea
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Where do tidal flats occur?
Mixed Energy (Wave-Dominated)
Mixed Energy (Tide-Dominated)
Tide-Dominated (Low)
Tide-Dominated (High) According to Hayes (1979), flats are likely in “tide-dominated” conditions, i.e., Tidal range > ~ 2 to 3 times wave height.
Mean wave height (cm)
Mea
n tid
al ra
nge
(cm
)
Wave-Dominated
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Higher sediment concentration
Tidal advectionHigh energy waves
and/or tidesLow energy waves
and/or tides
What moves sediment across flats?
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High energy wavesand/or tides
Higher sediment concentration
Lower sediment concentration
Tidal advection
Tidal advectionHigh energy waves
and/or tidesLow energy waves
and/or tides
Low energy wavesand/or tides
What moves sediment across flats? Ans: Tides plus energy-driven concentration gradients
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High energy wavesand/or tides
Higher sediment concentration
Lower sediment concentration
Tidal advection
Tidal advectionHigh energy waves
and/or tidesLow energy waves
and/or tides
Low energy wavesand/or tides
What moves sediment across flats? Ans: Tides plus energy-driven concentration gradients<
or supply-driven
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Typical sediment grain size and tidal velocity pattern across tidal flats:
Mud is concentrated near high water line where tidal velocities are lowest.
Ex. Jade Bay, German Bight, meantide range 3.7 m; Spring tide range 3.9 m.
5 km
Fine sandSandy mudMud
Photo location
0.250.501.001.50
Umax
(m/s)
1 m/s
(Reineck1982)
(Grabemannet al. 2004)
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Typical sediment grain size and tidal velocity pattern across tidal flats:
Mud is concentrated near high water line where tidal velocities are lowest.
Ex. Jade Bay, German Bight, meantide range 3.7 m; Spring tide range 3.9 m.
5 km
Fine sandSandy mudMud
Photo location
0.250.501.001.50
Umax
(m/s)
1 m/s
(Reineck1982)
(Grabemannet al. 2004)
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Tidal Flat Morphodynamics: A Synthesis
1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy.2) Tides usually move sediment landward; waves usually move it seaward.3) Tides and/or deposition favor a convex upward profile; waves and/or erosion favor a concave upward profile.4) South San Francisco Bay provides a case study supporting these trends.
Carl Friedrichs and Josh Bearman
Virginia Institute of Marine Science, College of William and Mary
Main Points
Photo of Jade Bay tidal flats, Germany (spring tide range 3.8 m)by D. Schwen, http://commons.wikimedia.org
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1 km 1 km
Storm-Induced High Water (+5 m)
Spring High Tide (+4 m)
Spring Low Tide (0 m)Spring Low Tide (0 m)
(a) Response to Storms (b) Response to Tides
StudySite0 20
km(Yang, Friedrichs et al. 2003)
Following energy gradients: Storms move sediment from flat to sub-tidal channel; Tides move sediment from sub-tidal channel to flat
Ex. Conceptual model for flats at Yangtze River mouth (mean range 2.7 m; spring 4.0 m)
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x x = xf(t)
Z(x)
z = R/2
z = - R/2x = 0
h(x,t)
h(t) = (R/2) sin wtx = L
z = 0
0 0.2 0.4 0.6 0.8 1
1.4
1.2
1.0
0.8
0.6
0.4
0.2
x/L
UT9
0/U
T90(L
/2)
Spatial variation in tidal current magnitude
Landward Tide-Induced Sediment
Transport
Maximum tide and wave orbital velocity distribution across a linearly sloping flat:
(Friedrichs, in press)
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x x = xf(t)
Z(x)
z = R/2
z = - R/2x = 0
h(x,t)
h(t) = (R/2) sin wtx = L
z = 0
0 0.2 0.4 0.6 0.8 1
1.4
1.2
1.0
0.8
0.6
0.4
0.20 0.2 0.4 0.6 0.8 1
3.0
2.5
2.0
1.5
1.0
0.5
x/L x/L
UT9
0/U
T90(L
/2)
UW
90/U
W90
(L/2
)
Spatial variation in tidal current magnitude
Landward Tide-Induced Sediment
Transport
Seaward Wave-InducedSediment Transport
Spatial variation in wave orbital velocity
Maximum tide and wave orbital velocity distribution across a linearly sloping flat:
(Friedrichs, in press)
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Ems-Dollard estuary, The Netherlands, mean tidal range 3.2 m, spring range 3.4 m
Day of 1996
Wind events cause concentrations on flat to be higher than channel
(Ridderinkof et al. 2000)
Win
d Sp
eed
(met
ers/
sec)
Se
dim
ent C
onc.
(gra
ms/
liter
)
(Hartsuiker et al. 2009)
Germany
Netherlands
10 km
15
10
5
0
1.0
0.5
0.0250 260 270 280 290
FlatChannel
Flat siteChannel site
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Ems-Dollard estuary, The Netherlands, mean tidal range 3.2 m, spring range 3.4 m
Day of 1996
Wind events cause concentrations on flat to be higher than channel
(Ridderinkof et al. 2000)
Win
d Sp
eed
(met
ers/
sec)
Se
dim
ent C
onc.
(gra
ms/
liter
)
(Hartsuiker et al. 2009)
Germany
Netherlands
10 km
15
10
5
0
1.0
0.5
0.0250 260 270 280 290
FlatChannel
Flat siteChannel site
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Elev
ation
cha
nge
(mm
)
Wave power supply(109 W s m-1)
ACCRETION
EROSIONSignificant wave height (m)
Sedi
men
t flux
(mV
m2 s
-1)
LANDWARD
SEAWARD
0 0.1 0.2 0.3 0.4 0.5
200
0
-200
-400
-600
-800
40
30
20
10
0
-10
-20
-30
3 421
Wadden Sea Flats, Netherlands(mean range 2.4 m, spring 2.6 m)
Severn Estuary Flats, UK(mean range 7.8 m, spring 8.5 m)
Larger waves tend to cause sediment export and tidal flat erosion
Flat sites
20 km
(Xia et al. 2010)
0 10 20
Depth (m) below LW
Depth (m) below LW
Samplinglocation
(Janssen-Stelder 2000) (Allen & Duffy 1998)
5 km
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Tidal Flat Morphodynamics: A Synthesis
1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy.2) Tides usually move sediment landward; waves usually move sediment seaward.3) Tides and/or deposition favor a convex upward profile; waves and/or erosion favor a concave upward profile.4) South San Francisco Bay provides a case study supporting these trends.
Carl Friedrichs and Josh Bearman
Virginia Institute of Marine Science, College of William and Mary
Main Points
Photo of Jade Bay tidal flats, Germany (spring tide range 3.8 m)by D. Schwen, http://commons.wikimedia.org
![Page 18: Tidal Flat Morphodynamics: A Synthesis](https://reader033.vdocuments.site/reader033/viewer/2022061514/56816309550346895dd3886e/html5/thumbnails/18.jpg)
Accreting flats are convex upwards; Eroding flats are concave upwards
(Ren 1992 in Mehta 2002)
(Lee & Mehta 1997 in Woodroffe 2000)
(Kirby 1992)
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As tidal range increases (or decreases), flats become more convex (or concave) upward.
Wetted area / High water area0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
Elev
ation
(m)
Mean TideLevel
Wetted area / High water area
Mean TideLevel
MTR = 1.8 m
MTR = 2.5 m
MTR = 3.3 m
Elev
ation
(m)
German Bight tidal flats (Dieckmann et al. 1987)
U.K. tidal flats(Kirby 2000)
Convex
Concave
Convex
Concave
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Models incorporating erosion, deposition & advection by tides produce convex upwards profiles
At accretionary equilibrium without waves, maximum tidal velocity is nearly uniform across tidal flat.
1.5hours
3 4.56
7.5910.5
Envelope of max velocity
Evolution of flat over 40 years
Initial profileLast profile
High water
Low water
Ex. Pritchard (2002): 6-m range, no waves, 100 mg/liter offshore, ws = 1 mm/s, te = 0.2 Pa, td = 0.1 Pa
(Flood +)
Convex
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Model incorporating erosion, deposition & advection by tides plus waves favors concave upwards profile
Tidal tendency to move sediment landward is balanced by wave tendency to move sediment seaward.
4-m range, 100 mg/liter offshore, ws = 1 mm/s, te = 0.2 Pa, td = 0.1 Pa, Hb = h/2
Across-shore distance
Elev
ation
Equilibrium flat profiles (Roberts et al. 2000)
Concave
Concave
ConvexConvex
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Tidal Flat Morphodynamics: A Synthesis
1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy.2) Tides usually move sediment landward; waves usually move sediment seaward.3) Tides and/or deposition favor a convex upward profile; waves and/or erosion favor a concave upward profile.4) South San Francisco Bay provides a case study supporting these trends.
Carl Friedrichs and Josh Bearman
Virginia Institute of Marine Science, College of William and Mary
Main Points
Photo of Jade Bay tidal flats, Germany (spring tide range 3.8 m)by D. Schwen, http://commons.wikimedia.org
![Page 23: Tidal Flat Morphodynamics: A Synthesis](https://reader033.vdocuments.site/reader033/viewer/2022061514/56816309550346895dd3886e/html5/thumbnails/23.jpg)
South San Francisco Bay case study:
1
23
4
5
6
7
89
10
11
12
0 4 km
(Bearman, Friedrichs et al. 2010)
766 tidal flat profiles in 12 regions, separated by headlands and creek mouths.Data from 2005 and 1983 USGS surveys.
Semi-diurnal tidal range up to 2.5 m
San Mateo Bridge
Dumbarton Bridge
South San Francisco Bay
MHW to MLLWMLLW to - 0.5 m
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San Mateo Bridge
Dumbarton Bridge
South San Francisco Bay MHW to MLLW
MLLW to - 0.5 m
Dominant mode of profile shape variability determined through eigenfunction analysis:
Mean concave-up profile (scores < 0)
Ampl
itude
(met
ers)
Across-shore structure of first eigenfunction
Normalized seaward distance across flat
Heig
ht a
bove
MLL
W (m
)
Mean profile shapes
Normalized seaward distance across flat
First eigenfunction (deviation from mean profile)90% of variability explained
Mean + positive eigenfunction score = convex-upMean + negative eigenfunction score = concave-up
Mean tidal flat profile
Mean convex-up profile (scores > 0)
12 3
45
6 7
8
10
11
12 Profile regions
4 km
9
(Bearman, Friedrichs et al. 2010)
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12 3
45
6 7
8
10
11
12 Profile regions
4 km
10-point running average of profile first
eigenfunction score
Convex
Concave
Convex
Concave
8
4
0
-4
Eige
nfun
ction
scor
e
Tidal flat profiles
4
2
0
-2
Regionally-averaged score of first
eigenfunction
9
Significant spatial variation is seen in convex (+) vs. concave (-) eigenfunction scores:
(Bearman, Friedrichs et al. 2010)
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1 3 5 7 9 11
4
2
0
-2
4
2
0
-2
40
30
20
10
0
4
3
2
1
0
Aver
age
fetc
h le
ngth
(m)
Profile region
Eigenfunction score Mea
n gr
ain
size
(mm
) Eigenfunction score
Profile region
4
2
0
-2
1 3 5 7 9 11
2.5
2.4
2.3
2.2
2.1
Mea
n tid
al ra
nge
(m) Eigenfunction score
Profile region
Tide Range
1 3 5 7 9 11
4
2
0
-2
1
.8
.6
.4
.2
0
-.2
-.4Net
22-
year
dep
ositi
on (m
)
Eigenfunction score
Profile region
Deposition
r = - .82
r = - .61Fetch Length
Grain Size
-- Deposition & tide range are positively correlated to eigenvalue score (favoring convexity).-- Fetch & grain size are negatively correlated to eigenvalue score (favoring convexity).
(Bearman, Friedrichs et al. 2010) 1 3 5 7 9 11
r = + .92r = + .87
12 3
45
6 7
8910
11
12 Profile regions
4 km
Convex
Concave
Convex
Concave
Convex
Concave
Convex
Concave
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Tide + Deposition – Fetch Explains 89% of Variance in Convexity/Concavity
12 3
45
6 7
8910
11
12 Profile regions
1 3 5 7 9 11
4
2
0
-2
r = + .94r2 = .89
Profile region
(Bearman, Friedrichs et al. 2010)
Observed ScoreModeled Score
Eige
nfun
ction
scor
e
Modeled Score = C1 + C2 x (Deposition)+ C3 x (Tide Range) – C4 x (Fetch)
Convex
Concave
San Mateo Bridge
Dumbarton Bridge
South San Francisco Bay
MHW to MLLWMLLW to - 0.5 m
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Tide + Deposition – Fetch Explains 89% of Variance in Convexity/Concavity
12 3
45
6 7
8910
11
12 Profile regions
1 3 5 7 9 11
4
2
0
-2
r = + .94r2 = .89
Profile region
(Bearman, Friedrichs et al. 2010)
Observed ScoreModeled Score
Eige
nfun
ction
scor
e
Modeled Score = C1 + C2 x (Deposition)+ C3 x (Tide Range) – C4 x (Fetch)
Convex
Concave
Increased tide
range
Increased
deposition
Increased
fetch
Increased
grain size
Convex-upwards
Concave-upwards
Seaward distance across flat
Flat
ele
vatio
n
San Mateo Bridge
Dumbarton Bridge
South San Francisco Bay
MHW to MLLWMLLW to - 0.5 m
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Tidal Flat Morphodynamics: A Synthesis
1) On tidal flats, sediment (especially mud) moves toward areas of weaker energy.2) Tides usually move sediment landward; waves usually move sediment seaward.3) Tides and/or deposition favor a convex upward profile; waves and/or erosion favor a concave upward profile.4) South San Francisco Bay provides a case study supporting these trends.
Carl Friedrichs and Josh Bearman
Virginia Institute of Marine Science, College of William and Mary
Main Points
Photo of Jade Bay tidal flats, Germany (spring tide range 3.8 m)by D. Schwen, http://commons.wikimedia.org