The impact of tidal pumping, turbidity maxima, density ...The impact of tidal pumping, turbidity...
Transcript of The impact of tidal pumping, turbidity maxima, density ...The impact of tidal pumping, turbidity...
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The impact of tidal pumping,
turbidity maxima, density
gradients on sediment
retention in estuaries
Dr Gerardo M. E. PerilloInstituto Argentino de Oceanografía
Departamento de Geología - UNS
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Where sediment is trapped
• Estuarine deltas (head, tidal, tributarymouths)
• Inner wetlands (mangroves, marshes,tidal flats)
• Point and interchannel bars
• Other geomorphologic andhydrodynamic induced traps
• Artificial structures (harbours, jetties,etc.)
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What traps sediment
• General and local geomorphology
• General and local sediment inputs
• Within-estuary tidal range gradients
• Tidal pumping
• Turbidity maxima
• Vertical and longitudinal density gradients
• Coastal dynamics
• Climate dynamics
• Events
• Biological interactions
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However!!!!
• Sediment and water input from rivers
– What happens with dams and watershed
retention??
– How much sediment is retained in lower
catchment (below the last gaging station)
• Sediment input from the sea
– Barrier effects (i.e., tidal deltas, barriers)
Lack of input implies internal erosion and
sediment export
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• Ratio ocean vs
continental E.
• Sediment input
• Coastal stability
• Climatic regions
0 2 64
Deltasfluviales
Barreras
Deltas ddemarea
Bocas demarea
Bancosalineados
Planicies de marea
Marismas
Micromarea l Mesomarea l Macromareal
Amplitud de marea (m)
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U R U G U A Y
A R G E N T I N A
MontevideoBuenosAires
La Plata
Colonia del Sacramento
Pir
iápo
lis
P. d
el E
ste
P. Rasa
P. Piedras
P. T
igre
Canal M
arítimo
Banco
Ro u
en
Bar
ra d
el In
dio
BancoArquímedes
Banco Inglés
Canal Oriental
Bahía deSamborombón
Antico, 2002
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Antico, 2002
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0.E+00
1.E-04
2.E-04
3.E-04
4.E-04
5.E-04
6.E-04
7.E-04
8.E-04
0 50 100 150 200 250 300
x ( km )
Gx
( m
2 s-3 )
Gx media
Gx máxima
Gx máxima - Gx media
0 20 40 60 80Distance from head (km)
0
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Gx/G
0
ENERGY DISSIPATION
Río de la Plata – Antico, 2002
Bahía Blanca Est.
Perillo & Piccolo, 1991
TIDAL ASYMMETRY
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Fluvial effect on the tidal
range.
- Increase inland
- Changes in tidal asymmetry
- Potential sediment outflow
Kimmerer WJ. 2004.
http://repositories.cdlib.org/jmie/sfews/vol2/iss1/art1
San Francisco Bay
Headward influence increase
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A.D. Heap et al. /
Sedimentary
Geology 168 (2004)
1–17
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A.D. Heap et al. /
Sedimentary
Geology 168 (2004)
1–17
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J.O. Blanton et al. / Estuarine, Coastal and Shelf Science 57 (2003) 993–1006
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Wurpts, 2006
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SALT WEDGE (A)
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FJORD
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PARTLY MIXED (B)
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VERTICALLY HOMOGENEOUS
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Residual Fluxes
Interaction with
• Estuarine Geomorphology
• Density gradients
• Wind
• Freshwater discharge
uL = uS + uE
Lagrangean Flux = Stokes Drift + Eulerian Flux
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Stokes Drift (uS)
• Interaction between the partly
progressive tidal wave and the
topography
• Headward
• Associated to Tidal Pumping
uAu
AS=< >
< >
~~
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Eulerian Flux (uE)• Response to the set up induced by the
tidal pumping
• By continuity generates seaward flow
<QE> = -<QS> uE = <Au>/<A>
• Valid for steady state
• Without river discharge
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Lagrangean Flux (uL)
• Transport due to density gradient
uL= <Qvt>/<A>
• River runoff (uf)
uf= <Qf>/<A> <Qf>=R
uL = uf
In steady state, near the head
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Residual Flux Calculation
Datos Ui,j,k ; Si,j,k ; Ci,j,k ; Ai,j,k
Donde i = total # of levels …. I ; j = total # of columns…. J; k = time k = 0, 1, …, n k = T
F uCdA=
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F IJUCA J A u c I A u c Fvtk i i
i
j j
j
= + + +• • • •
*
Where
FL = FTP + FVS + FTS + F*
F A u s
F A u s
vs i i
i
ts j j
j
=
=
• •
• •
F Q C
F QC
L
TP
=< >< >
=< >~
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CONCLUSIONS
• Hydraulic processes are key to
sediment retention/export in estuaries
• Geomorphology is as or more
important
• Some processes have been considered
only for the whole system or in
individual portions of some estuaries