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Table 1 Overview of experimental conditions. Qmean is the average flow rate, std. is the standard deviation of Q and va is the average seepage velocity of each column (\({v}_a=\frac{Q_{mean}}{\theta \cdot {A}_{column}}\)). The volume of the columns is ≈1000 ml

From: Transport and retention of micro-polystyrene in coarse riverbed sediments: effects of flow velocity, particle and sediment sizes

experiment

porosity θ [−]

Qmean [ml min−1]

std(Q) [ml min−1]

va [m d−1]

std (va) [m d−1]

Q38_mGr

0.38*

37.7

0.3

27.7

0.2

Q20_mGr

0.38*

19.9

0.5

14.6

0.4

Q13_mGr

0.38*

13.2

0.7

9.7

0.5

Q4_mGr

0.38

3.9

2.0

2.9

1.5

Q10_mGr_4PV

0.37

10.3

1.2

7.8

0.9

Q10_mGr_2PV

0.39

9.9

1.7

7.1

1.2

Q4_cSa

0.36

4.5

1.4

3.5

1.1

Q2_cSa

0.37

2.4

1.1

1.8

0.8

Q6_cSa_2PV

0.37

6.4

3.0

4.8

2.1

Q11_cSa_4PV

0.38

11.3

2.7

8.3

1.9

  1. * estimated value (average porosity of all gravel filled columns)