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Table 3 Parameters of Thomas and Adams–Bohart model for iron and manganese adsorbtion by combination of TLC, RSC and NS

From: Removal of iron and manganese from groundwater sources using nano-biosorbents

Model

Sample number

Adsorbent

Absorbed

KTh (ml/mg min)

q0 (mg/g)

R2

Thomas

1

RSC (0.1 g)

Fe

0.0007

131.39

0.89

Mn

0.0011

203.58

0.9

2

TLC (0.1 g)

Fe

0.0013

90.33

0.9

Mn

0.0010

70.40

0.98

3

RSC (0.05 g) + NS (0.05 g)

Fe

0.0042

88.73

0.97

Mn

0.0013

235.45

0.91

4

TLC (0.05 g) + NS (0.05 g)

Fe

0.0037

65.71

0.88

Mn

0.0008

98.29

0.99

5

RSC (0.04 g) + TLC (0.04 g) + NS (0.02 g)

Fe

0.0008

112.75

0.83

Mn

0.0009

193.64

0.96

6

RSC (0.025 g) + TLC (0.025 g) + NS (0.05 g)

Fe

0.0005

158.63

0.91

Mn

0.0013

215.18

0.91

7

RSC (0.015 g) + TLC (0.015 g) + NS (0.07 g)

Fe

0.0007

222.56

0.85

Mn

0.0025

158.56

0.95

Model

Sample number

Adsorbent

Absorbed

KBA (l/mg min)

N0 (mg/l)

R2

Adams–Bohart

1

RSC (0.1 g)

Fe

0.0005

5.85

0.95

Mn

0.0009

9.49

0.93

2

TLC (0.1 g)

Fe

0.0013

3.84

0.90

Mn

0.0010

2.99

0.98

3

RSC (0.05 g) + NS (0.05 g)

Fe

0.0042

3.77

0.97

Mn

0.0021

7.35

0.89

4

TLC (0.05 g) + NS (0.05 g)

Fe

0.0008

3.53

0.88

Mn

0.0008

4.17

0.99

5

RSC (0.04 g) + TLC (0.04 g) + NS (0.02 g)

Fe

0.0032

2.91

0.91

Mn

0.0009

8.22

0.96

6

RSC (0.025 g) + TLC (0.025 g) + NS (0.05 g)

Fe

0.0005

6.74

0.91

Mn

0.0021

6.43

0.93

7

RSC (0.015 g) + TLC (0.015 g) + NS (0.07 g)

Fe

0.0007

9.45

0.85

Mn

0.0028

6.41

0.94

  1. The results showed that the performance of NS with RSC is more efficient than other biosorbents combinations. In addition, Fe is absorbed more than Mn. The order of absorption of the systems is as follows: (2) < (4) < (5) < (1) < (6) < (3) < (7), indicating that the adsorption performance improves with increasing the ratio of NS to other adsorbents