DSD-INT 2016 The effect of sediment transport mechanism on depositional behaviour within river delta...

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1

The effect of sediment transport mechanism on depositional behaviour

within river delta environments

H. van der Vegt1, J.E.A. Storms1, D. J. R. Walstra1,2, N. C. Howes3, L. Li1

This work was carried out on the Dutch national e-infrastructure with the support of

SURF Foundation

1 Delft University of Technology

2 Deltares

3 Shell Research and Technology

2

Sediment Transport

Bed load : Suspended load

Influence

3

Sediment Transport

Bed load : Suspended load

Influence

Delta stratigraphy and morphology

4

Delta depositional patters • Morphology

• Stratigraphy

Orton and Reading 1993

5

Sediment Supply

Composition • Cohesivity

• Grain size

distribution

Hydrodynamics • Fluvial input

• Tidal conditions

• Wave Activity

Delta depositional patters • Morphology

• Stratigraphy

Orton and Reading 1993

6

Sediment Supply

Composition • Cohesivity

• Grain size

distribution

Hydrodynamics • Fluvial input

• Tidal conditions

• Wave Activity

Delta depositional patters • Morphology

• Stratigraphy

Orton and Reading 1993

7

Delta depositional patters • Morphology

• Stratigraphy

Ge

leyn

se

et.

al 2

011

Sediment Supply

Composition • Cohesivity

• Grain size

distribution

Hydrodynamics • Fluvial input

• Tidal conditions

• Wave Activity

8

Sediment Transport

Delta depositional patters • Morphology

• Stratigraphy

Sediment Supply

Composition • Cohesivity

• Grain size

distribution

Hydrodynamics • Fluvial input

• Tidal conditions

• Wave Activity

9 Q

Cohesiv

e

ma

teria

l

(Silt

, C

lay)

Non

-cohe

siv

e

ma

teria

l

(Sa

nd

, g

rave

l)

Su

sp

en

de

d lo

ad

B

ed

lo

ad

Sediment

Transport Cohesivity

10 Q

Co

he

siv

e

ma

teria

l

(Silt

, C

lay)

No

n-c

oh

esiv

e

ma

teria

l

(Sa

nd

, g

rave

l)

Su

sp

en

de

d lo

ad

B

ed

lo

ad

Field and experimental

measurements available

Measurement difficult and rare.

Values usually approximated

Sediment

Transport Cohesivity

11

5 km

5 k

m

1.1 1.2 1.3

2.1 2.2 2.3 2.4

3.1 3.2 3.3 3.4

4.1 4.2 4.3 4.4

Increase bed load In

cre

ase

no

n-c

oh

esiv

e s

up

ply

12

Sediment Transport

Bed load : Suspended load

Influence

Delta stratigraphy and morphology

13

Similar channel dynamics in non-cohesive and bed-load driven systems

1. Deltaic sediment body can originate from a

non-unique sequence of depositional controls

and events.

14

1.1 1.2 1.3

2.1 2.2 2.3 2.4

3.1 3.2 3.3 3.4

4.1 4.2 4.3 4.4

74% 73% 64%

76% 68% 62% 61%

59% 61% 65% 72%

73% 62% 61% 57%

Mean channel depth:

2.41m 2.78m 1.69m

2.99m 2.00m 1.59m 1.4m

2.02m 1.54m 1.44m 1.37m

1.02m 0.64m 0.56m 0.51m

Increase bed load In

cre

ase

no

n-c

oh

esiv

e s

up

ply

15

5 km

5 k

m

1.1 1.2 1.3

2.1 2.2 2.3 2.4

3.1 3.2 3.3 3.4

4.1 4.2 4.3 4.4

Increase bed load In

cre

ase

no

n-c

oh

esiv

e s

up

ply

16

Sediment Transport

Bed load : Suspended load

Influence

Delta stratigraphy and morphology

17

2. Channel kinematics control proximal, but

not distal deposition

18

19

3. Allogenic vs. Autogenic control

(Panther Tongue from A. Forzoni et. al., 2015)

20

(Muto et. Al. 2007)

(Panther Tongue from A. Forzoni et. al., 2015)

Large scale autogenic: Risk misinterpretation allogenic

21

5 km

5 k

m

1.1 1.2 1.3

2.1 2.2 2.3 2.4

3.1 3.2 3.3 3.4

4.1 4.2 4.3 4.4

Increase bed load In

cre

ase

no

n-c

oh

esiv

e s

up

ply

22

23

Large scale autogenic: Risk misinterpretation allogenic

Increased risk: suspended load or cohesive

systems

(Panther Tongue from A. Forzoni et. al., 2015)

24

Sediment Transport

Bed load : Suspended load

Influence

1. Deltaic sediment body can originate from a non-

unique sequence of depositional controls and

events.

2. Channel kinematics control proximal, but not

distal deposition

3. Autogenic misinterpretation as allogenic larger

risk in suspended load and cohesive systems

25

Helena van der Vegt

TU Delft / Civil Engineering and Geosciences

Department of Geoscience and Engineering

E h.vandervegt@tudelft.nl

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