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Table 1 Details of anaerobic digestion in the various scenarios

From: Effects of steam pretreatment and co-production with ethanol on the energy efficiency and process economics of combined biogas, heat and electricity production from industrial hemp

Scenario

 

AD 

AD-R

SP-AD

SP-AD-R

Et-AD

       Et-AD+

AD system

 

CSTR

CSTR

CSTR

CSTR 

CSTR

CSTR

UASB

Degradable components fed1

t/h

22.6

27.2

22.6

24.3

18.0

10.1

7.9

 In main stream2

t/h

18.7

23.3

17.5

19.2

9.3

6.2

3.1

 In leaves

t/h

3.9

3.9

3.9

3.9

3.9

3.9

-

 In flash stream

t/h

-

-

1.2

1.2

1.2

-

1.2

 In liquid fraction after SP

t/h

-

-

-

-

3.6

-

3.6

Non-degradable components fed4

t/h

6.8

7.7

6.8

7.7

6.8

5.6

1.2

 In main stream2

t/h

6.3

7.2

6.3

7.2

5.4

5.1

0.3

 In leaves

t/h

0.5

0.5

0.5

0.5

0.5

0.5

-

 In flash stream

t/h

-

-

0

0

0

-

0

 In liquid fraction after SP

t/h

-

-

-

-

0.9

-

0.9

C flow fed5

t/h

13.2

16.8

13.2

14.8

10.1

4.4

5.6

N added

kg/h

370

185

370

274

67

0

227

P added

kg/h

45.1

61.0

45.1

50.9

0

14.1

0

Fe added

kg/h

17.3

21.2

14.3

16.2

30.1

       30.1 6

Ni added

g/h

4.5

8.8

0

0.8

29.1

       29.1 6

Co added

g/h

97

114

82

90

162

       162 6

Degradation ratio3

-

0.53

0.48

0.68

0.65

0.66

0.65

0.49

Sludge DM in the effluent

t/h

1.29

1.42

1.55

1.60

1.23

0.67

0

Raw biogas produced

Nm3/h

9412

11275

10803

11456

7755

4425

3254

  1. A summary of the scenarios is given in Figure 3.
  2. AD: anaerobic digestion, CSTR: continuous stirred tank reactor, UASB: upflow anaerobic sludge blanket, SP: steam pretreatment, DM: dry matter
  3. 1 This value refers to carbohydrates, proteins, lipids, extractives, organic acids, ethanol, glycerol, enzymes, yeast, and sugar degradation products.
  4. 2 This figure refers to hemp stems, or steam pretreated hemp stems, or whole stillage, or thin and thick stillages, depending on the scenario. It includes also the recycled liquid fraction of the AD effluent.
  5. 3 The degradation ratio is defined as the difference between the mass flow of degradable components in effluent and input, divided by the mass flow of degradable components input.
  6. 4 Water-insoluble and water-soluble lignin, ashes and other unknown components are considered to be non-degradable.
  7. 5 This value includes the carbon flow of the recycled liquid fraction of the AD effluent.
  8. 6 Experimental data for trace metal contents are available only for the feedstock (Table 2), and thus the distribution of trace metals between CSTR and UASB is unknown. The total requirements of the two systems have therefore been assumed to be the same as those of Scenario Et-AD.