BMP testingSewage and industrial sludges

Pulp and paper mill biosludge — BMP: 25 studies, weighted mean 100 m³ CH₄/t VS

Biological sludge from the pulp and paper industry has a low methane potential because of lignin and ash; results depend on the type of mill and technology.

rating: negativeCH₄ ≈ 52 % (estimate)

Published Updated 3 min readFeedstockData Editorial Team

Photo Aleš Makovec / Wikimedia Commons, licence CC BY-SA 3.0, source file; changes: cropping

Weighted mean
100m³ CH₄/t VS
Range
67–209m³ CH₄/t VS
Records
25studies
Publications
4sources
Temperatures
20 °C, 35 °C, 37 °C, 38 °Cof the test

Methane in biogas

Medium methane content · ≈ 5.2 kWh/m³ of biogas

estimate from the substrate type The collected studies contain no measurement. The interval follows from the approximate composition (carbohydrate-dominated (no protein or fat characteristics)) and the yields of compound groups according to FNR.

How we calculate it and what the zones mean

Rating for biogas plants

negative — editorial rating for biogas plantsMay endanger process stability — not worth taking even with a large payment

Potential per tonne of fresh matter: very low (1 m³ CH₄/t); process risk: inhibitors, sulphur. Handling costs: fibres, floating layer, slow degradation. Low potential combined with process risk and handling costs.

Why? Rating factors

Potential per tonne −1

  • −1potential 1 m³ CH₄/t fresh matter (BMP 100 × DM 2.2 % × VS 68 %)

Process stability −1.25

  • −1inhibitors: natural or residues (e.g. limonene, polyphenols, antibiotics, metals)
  • −0.25sulphur: H₂S in the biogas (toxicity to bacteria, corrosion, desulphurisation)

Handling and costs −1

  • −0.5fibres, floating layer — shredding and intensive mixing
  • −0.5slow degradation — long retention time

Total points: −3.25 · thresholds: ≥ 2.5 very good, ≥ 1 good, below — neutral; negative with cumulative process risk.

Low potential combined with process risk and handling costs.

Editorial rating per the methodology · confidence of the rating: high · excluding market prices

Add to the co-digestion calculator CSV data

BMP curves from 25 studies

Weighted mean Individual records

BMP curves: Pulp and paper mill biosludgeCumulative methane production over time for 25 records and the weighted mean of 100 m³ CH₄/t VS. 25 of the curves are model curves (first-order kinetics).0501001502002500510152025303540time [d]m³ CH₄/t VSKarlsson et al. (2011) · 1: 89 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 2: 97 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 3: 138 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 4: 145 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 5: 155 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 6: 158 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 7: 159 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 8: 162 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 9: 167 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 10: 173 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 11: 175 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 12: 176 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 13: 182 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 14: 188 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 15: 197 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 16: 199 m³ CH₄/t VS (model curve)Karlsson et al. (2011) · 17: 209 m³ CH₄/t VS (model curve)Kinnunen et al. (2015) · 1: 89 m³ CH₄/t VS (model curve)Kinnunen et al. (2015) · 2: 92 m³ CH₄/t VS (model curve)Kinnunen et al. (2015) · 3: 93 m³ CH₄/t VS (model curve)Kinnunen et al. (2015) · 4: 94 m³ CH₄/t VS (model curve)Kinnunen et al. (2015) · 5: 102 m³ CH₄/t VS (model curve)Kolbl et al. (2014): 74 m³ CH₄/t VS (model curve)Meyer i Edwards (2014) · 1: 67 m³ CH₄/t VS (model curve)Meyer i Edwards (2014) · 2: 68 m³ CH₄/t VS (model curve)mean100

Dashed lines are a model curve (first-order kinetics, B(t) = B₀·(1 − e−kt)); the end point comes from the publication. All curves are model curves.

Cumulative methane production over the test [m³ CH₄/t VS]. The thick line is the weighted mean of all records (100); dots mark the end values given in the publications. Point at the chart to read values; click a legend item to hide or show a record.

  • Show the remaining records in the legend (13)

Records and sources

Download CSV
SourceBMP
m³ CH₄/t VS
TemperatureSampleCurve
Karlsson et al. (2011) · 1 DOI8937 °C · mesophilicMill 6 mechend point (model curve)
Karlsson et al. (2011) · 2 DOI9737 °C · mesophilicMill 4 CTMP/Kraftend point (model curve)
Karlsson et al. (2011) · 3 DOI13837 °C · mesophilicMill 1 mechend point (model curve)
Karlsson et al. (2011) · 4 DOI14537 °C · mesophilicMill 3 Kraftend point (model curve)
Karlsson et al. (2011) · 5 DOI15537 °C · mesophilicMill 5end point (model curve)
Karlsson et al. (2011) · 6 DOI15837 °C · mesophilicMill 5 · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Karlsson et al. (2011) · 7 DOI15937 °C · mesophilicMill 2 sulphiteend point (model curve)
Karlsson et al. (2011) · 8 DOI16237 °C · mesophilicMill 5 · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Karlsson et al. (2011) · 9 DOI16737 °C · mesophilicMill 5 Kraft/CTMPend point (model curve)
Karlsson et al. (2011) · 10 DOI17337 °C · mesophilicMill 3 · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Karlsson et al. (2011) · 11 DOI17537 °C · mesophilicMill 3 · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Karlsson et al. (2011) · 12 DOI17637 °C · mesophilicMill 2 sulphiteend point (model curve)
Karlsson et al. (2011) · 13 DOI18237 °C · mesophilicMill 3end point (model curve)
Karlsson et al. (2011) · 14 DOI18837 °C · mesophilicMill 3end point (model curve)
Karlsson et al. (2011) · 15 DOI19737 °C · mesophilicMill 6 mechend point (model curve)
Karlsson et al. (2011) · 16 DOI19937 °C · mesophilicMill 5end point (model curve)
Karlsson et al. (2011) · 17 DOI20937 °C · mesophilicMill 5 · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Kinnunen et al. (2015) · 1 DOI8935 °C · mesophilicpaper biosludgeend point (model curve)
Kinnunen et al. (2015) · 2 DOI9235 °C · mesophilicpaper biosludgeend point (model curve)
Kinnunen et al. (2015) · 3 DOI9335 °C · mesophilicpaper biosludgeend point (model curve)
Kinnunen et al. (2015) · 4 DOI9435 °C · mesophilicpaper biosludgeend point (model curve)
Kinnunen et al. (2015) · 5 DOI10235 °C · mesophilicpaper biosludgeend point (model curve)
Kolbl et al. (2014) DOI7438 °C · mesophilicdehidrated Paper mill sludgeend point (model curve)
Meyer i Edwards (2014) · 1 DOI6720 °C · psychrophilic(orig.: “paper sludge”): value quoted in a literature reviewend point (model curve)
Meyer i Edwards (2014) · 2 DOI6820 °C · psychrophilic(orig.: “paper sludge”): value quoted in a literature review · pretreatment: particle size reduction/sample preparation (MY-D: physical treatment)end point (model curve)
Weighted mean100arithmetic mean 138, SD 46

Typical composition

Dry matter (DM)
2.2% (range 0.6–19.7)
Volatile solids (VS)
68 % DM (range 65–78.4)

Median and range of the determinations reported in the publications behind this substrate's BMP records (read from: MY-D); dry matter: 14 determinations, volatile solids: 3 determinations.

Sources: Karlsson et al. (2011); Kinnunen et al. (2015); Kolbl et al. (2014).

The composition of the raw material varies between batches — for plant calculations use an analysis of your own sample. The calculator inserts typical values automatically.

Process properties

  • slowly degrading
  • fibrous
  • sulphur-rich
  • low in nitrogen
  • contains inhibitors
  • editorial classification

Advantages

  • Methane potential in the Substraty.pl BMP dataset: weighted mean 99.6 m³ CH₄/t VS (SD 46.2; 25 records, 4 sources).
  • Thermophilic co-digestion of primary and secondary sludge from a paper mill is feasible at an OLR of approx. 1 kg VS/(m³·d) (Bayr et al. 2012).

Drawbacks and risks

  • Lignin does not degrade in the process (Bayr et al. 2012).
  • pH adjustment and N supplementation required (Bayr et al. 2012).

Co-digestion — what to combine it with, what to watch out for

Dosing

No source-based limit on the share in the mix. Bayr et al. (2012), thermophilic CSTR reactors: primary sludge from a paper mill — feasible at an OLR of 1–1.4 kg VS/(m³·d) and an HRT of 16–32 d, and the highest tested OLR of 2 and HRT of 14–16 d might be possible once pH stability is confirmed; co-digestion of primary and secondary sludge at an OLR of 1 and an HRT of 25–31 d. These are whole-reactor loadings in a laboratory test, not a limit on the share of a component, so max_share is not given. Allow for pH adjustment and nitrogen deficiency.

Introduce gradually, starting with a small dose and monitoring the process (e.g. FOS/TAC, pH, gas composition).

The co-digestion calculator will assess a specific mixture containing this substrate.

What it is and where it comes from

Biological sludge from the paper industry arises in the wastewater treatment plants of mills producing pulp and paper. The wastewater is poor in nitrogen and phosphorus and contains lignin compounds and polysaccharides from wood, and its treatment by the activated sludge method gives a surplus of biomass. The dataset contains many records from a study of many mills, described as mechanical pulp, CTMP/kraft and kraft, as well as from other studies.

Properties relevant to digestion

The sludge contains bacterial biomass, cellulose fibres and fine wood fractions, and ash from fillers. Lignin compounds and tannins are poorly degradable and can inhibit microorganisms. Bacterial biomass has cell walls that hinder degradation, and the share of readily available components is small. Wastewater from kraft mills contains sulphur, which can increase the hydrogen sulphide content of the biogas. The sludge has a low N-to-C ratio because of the nitrogen-poor wastewater, although the bacteria themselves contribute nitrogen.

How to read the spread of results

The spread results from differences between mills: the type of pulp produced (mechanical, chemical), wastewater quality, treatment technology, sludge age and fibre share. Dewatering, storage and size reduction also have an effect, as do the test conditions: temperature, inoculum, substrate-to-inoculum ratio and length. A large number of records come from one study comparing many mills, so not all of them are independent.

In biogas plant practice

Paper industry sludges are rarely digested on their own because of the low yield. They can be a supplement to mixtures with a higher content of readily available substrates or be subjected to pretreatment. Their main advantage is that they arise at the plant, which limits transport. They are industrial waste (group 03), and their management requires permits; they often go to incineration or composting.

Compared with municipal sludges, paper sludge contains fewer readily available compounds and more ash, which explains why the results are lower. Pretreatment, such as heating or milling, is sometimes studied, but its cost-effectiveness on an industrial scale depends on local conditions.

Because the spread is large, it is worth running a BMP test of your own.

Methodology in brief

BMP is the amount of methane obtained from volatile solids (VS) in a batch test, given in m³ CH₄ per tonne of VS (numerically the same as NmL CH₄/g VS in the publications) and converted to normal conditions (0 °C, 101.325 kPa). The weighted mean gives each publication a total weight of 1, split equally between its results for the substrate — a paper testing twenty varieties does not outweigh a paper with a single sample. In inter-laboratory programmes the unit is the laboratory (total weight 1), and within it the weight of a test grows with the number of bottles (replicates). Results after pretreatment (e.g. thermal, chemical, enzymatic) are shown separately and are not included in the mean.

Solid lines are curves measured in the tests. Where a publication gives only the final result, we draw a first-order kinetic model, B(t) = B₀·(1 − e−kt): only the end point comes from the publication, and the shape of the curve serves purely as visualisation — do not read the production on a particular day from it. For this substrate k = 0.091 d−1 was assumed (no kinetic data for the group – the median of all available rate constants k (93 values) was used).

The statistics describe the spread of published results — a descriptive compilation, not a meta-analysis or a guarantee of plant yield.

Full methodology and correction policy

Results after pretreatment (4) — excluded from the mean
SourceBMP
m³ CH₄/t VS
PretreatmentSample
Karlsson et al. (2011)240enzymaticMill 5
Karlsson et al. (2011)239physical-enzymaticMill 5
Meyer i Edwards (2014)97unspecifiedpaper sludge
Meyer i Edwards (2014)66enzymaticpaper sludge

Bibliography

  1. Karlsson, A.; Truong, X.; Gustavsson, J.; Svensson, B.H.; Nilsson, F.; Ejlertsson, J. (2011). Anaerobic treatment of activated sludge from Swedish pulp and paper mills – biogas production potential and limitations. Environmental Technology 32(14), 1559–1571. DOI: 10.1080/09593330.2010.543932 DOI
  2. Kinnunen, V.; Ylä-Outinen, A.; Rintala, J. (2015). Mesophilic anaerobic digestion of pulp and paper industry biosludge–long-term reactor performance and effects of thermal pretreatment. Water Research 87, 105–111. DOI: 10.1016/j.watres.2015.08.053 DOI
  3. Kolbl, S.; Paloczi, A.; Panjan, J.; Stres, B. (2014). Addressing case specific biogas plant tasks: Industry oriented methane yields derived from 5L Automatic Methane Potential Test Systems in batch or semi-continuous tests using realistic inocula, substrate particle sizes and organic loading. Bioresource Technology 153, 180–188. DOI: 10.1016/j.biortech.2013.12.010 DOI
  4. Meyer, T.; Edwards, E.A. (2014). Anaerobic digestion of pulp and paper mill wastewater and sludge. Water Research 65, 321–349. DOI: 10.1016/j.watres.2014.07.022 DOI

All sources of the site: bibliography.