Table 2 Experiments (number #) and their corresponding test parameters

From: Migrating subaqueous dunes capture clay flocs

#

Shear stress (N m−2)

Clay (m%)

Flocculant*

   

g

mg L−1

mg g−1

1, 2

0.35, 0.5

0

0

0

0

3, 4

0.35, 0.5

2

0

0

0

5

0.35

2

1.5

5.9

0.18

6

0.35

2

1.9

7.4

0.23

7, 8

0.35, 0.5

2

2.3

9.0

0.28

9, 10

0.35, 0.5

2

3.7

15

0.46

11, 12

0.35, 0.5

2

4.7

18

0.58

13, 14

0.35, 0.5

2

5.7

22

0.70

  1. *The amount of flocculant in the experiments is shown in grams, milligram per litre of water, and milligram per gram of clay.
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