lutocline formation by waves

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Lutocline formation by waves. Susana B. Vinzon Universidade Federal do Rio de Janeiro. Lutoclines :Steps in suspended sediment concentration. Lutocline generation: source of sediments?. Ressuspension from the bottom by tidal currents and/or waves Deposition from suspension. flood-ebb. - PowerPoint PPT Presentation

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Lutocline formation by waves

Susana B. Vinzon

Universidade Federal do Rio de Janeiro

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Lutocline generation: source of sediments?-Ressuspension from the bottom by tidal currents and/or waves-Deposition from suspension

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0,01 0,10 1,00 10,00

Concentration (g/l)

De

pth

(m

)

slackflood-ebb

Lutoclines :Steps in suspended sediment

concentration

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tim e (h)

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h (m

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100

0

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10

15

concentration (g/l)

dept

h (m

)

320 g/l

Secondary

Primary

Tidal currents:

Amazon Shelf data

AMASSEDS project

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Salt stratification effect:

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h (m

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concentration (g/l)

sett

ling

velo

city

(m

m/s

)

10-1

100

101

102

10-4

10-3

10-2

10-1

100

101

Hindered settling effect:

Flocculation

Hindered Settling

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h (m

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1 0- 2

1 0- 1

1 00

1 01

1 02

1 03

0

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1 0

s e d i m e n t c o n c e n t r a t i o n ( g / l )

dept

h (m

)

s e c o n d a r yl u t o c l i n e

p r i m a r yl u t o c l i n e

1 0- 2

1 0- 1

1 00

1 01

1 02

1 03

0

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s e d i m e n t c o n c e n t r a t i o n ( g / l )

dept

h (m

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1 0

Ws: uniforms: uniform

Lutocline simulations

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h (m

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Steady state turbulent kinetic energy balance

wg

dz

duvu

Shear production

z

u 3

2uwu

1

ew

wsvs H

zCgww

g

Buoyancy

Dissipation

Tz

kau rb

3

16.0Wave-mean turbulence intensity

(Sleath,1991)

Lutocline generation by waves

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h (m

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Lutocline height:

4

1

3

2

33

65.0

w

wsvs

rbe

CgwT

kaH

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tim e (h)

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h (m

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0

0,02

0,04

0,06

0,08

0,1

0 0,02 0,04 0,06 0,08 0,1

measured lutocline height (m)

calc

ula

ted

lu

tocl

ine

he

igh

t (m

)ws = 0.05 mm/s

kr = 2 cm

Laboratory results:

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Field data (Traykovski et al 2000):

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Discussion

• Closer look at the wave turbulence model

(for field conditions)

• Limitation of the lab experiments (Re)

• The model considers no erosion threshold

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h (m

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Importance of Primary Lutocline for sediment transport:

10-4

10-2

100

102

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18

Concentration (g/L)

Dep

th (

m)

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h (m

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Time

depth

depth

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VelocityD

ep

th0

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Velocity

De

pth

First Hypothesis

No mud layer

High measured velocities near bottom due to log profile

Mud layer

High measured velocities near bottom because the profiler don’t find the true bottom

Second Hypothesis

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How to know which one is correct?

Do we need new field techniques for measuring SSC and velocities below the primary lutoclines?

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