| Literature DB >> 36159601 |
Francisco Simoes1, Robert Colston1, Catarina Rosa-Fernandes1, Peter Vale2, Tom Stephenson1, Ana Soares1.
Abstract
Phosphorus and nutrient recovery from wastewater as mineral salts can support local replenishment of fertilisers and reduce mining, contributing to the circular economy. Wastewater and related streams are rich in nutrients, however; there is need to develop bio-based processes to recover them. This study investigates the fractions of phosphorus (P) used by Brevibacterium antiquum to form struvite biominerals (bio-struvite) in wastewater sludge dewatering liquors. After 72h of incubation, 25.6 mg P/L were recovered as bio-struvite from 12.4 mg P/L organic plus condensed P and 13.2 mg P/L of ortho-phosphate. The potential of sludge dewatering liquors to recover nutrients as struvite was investigated by characterising ten types of sludge liquors (originating from primary, secondary sludge, feed to anaerobic digester and digestate, from 3 types of wastewater treatment plants) for their P fractions together with other parameters relevant for B. antiquum growth. Results indicated that liquors obtained from primary sludge, feed to anaerobic digesters and digestate were the most suitable to produce bio-struvite, as these were found to frequently have a high content of organic and condensed P, between to 276-732 mg P/L. Liquors, from all the investigated sites, presented a higher potential for bio-struvite production than with conventional struvite precipitation. This study demonstrated that B. antiquum could convert organic and condensed P into bio-struvite, and this opens up a completely new way to recover forms of phosphorus that are not typically available for nutrient recovery in a single process.Entities:
Keywords: Acid-hydrolysable phosphorus; Biomineralization; Centrate; P-recovery; Sidestream
Year: 2020 PMID: 36159601 PMCID: PMC9488103 DOI: 10.1016/j.ese.2020.100052
Source DB: PubMed Journal: Environ Sci Ecotechnol ISSN: 2666-4984
Sludge collection points for the three WWTP investigated.
| WWTP1 500,000 PE | WWTP2 200,000 PE | WWTP3 700,000 PE Chemical phosphorus removal | |
|---|---|---|---|
| Sludge collection points | -Primary sediment. tank | -Primary sediment. tank | -Primary sediment. tank |
PE = population equivalent.
Fig. 1Flow diagram for sampling and analysis procedures to distinguish sources of phosphorus used in bio-struvite production.
Characteristics of the sludge dewatering liquors collected from a BNR WWTP1 and comparison with values found in literature.
| Parameter | BNR sludge dewatering liquors | Range in literature | References |
|---|---|---|---|
| pH | 7.7 | 7.2–7.9 | [ |
| Total phosphorus (mg P/L) | 65.5 ± 2.1 | 79–169 | [ |
| Ortho-phosphate (mg P/L) | 49.5 ± 7.7 | 43–169 | [ |
| Magnesium (mg/L) | 18.6 ± 0.4 | 24–110 | (Thomas, 2007 [ |
| Ammonium (mg N/L) | 888.6 ± 33.8 | 355–1170 | [ |
| Chemical oxygen demand (mg/L) | 302.0 ± 1.4 | 308–1762 | [ |
Fig. 2B. antiquum cell count (a) and phosphorus content per cell (b) when incubated in sludge dewatering liquors at room temperature for 72h. Inoculated experiments (♦, closed symbols), non-inoculated controls (□, open symbols); high P accumulation reference value (11 fg P/cell) (dashed line) for EBPR microorganisms with high phosphorus accumulation [25].
Fig. 3Changes in P fractions when growing B. antiquum in sludge liquors from a BNR site, at room temperature for 72h. Errors bars show standard deviation of triplicate experiments.
Fig. 4Proportion in percentage, of phosphorus fractions in sludge dewatering liquors (left side) and after incubating B. antiquum for 72h with the formation of bio-struvite (right side) and scanning electron microscope (SEM) pictures of the bio-struvite produced showing the orthorhombic crystal structure.
Fig. 5Environmental electron scanning microscope photos, and energy-dispersive X-ray (EDX) spectra of selected areas highlighted in the photos, of bio-struvite: (a) 18x magnification, and (b) 100x magnification. And of chemical struvite: (c) 18x magnification, and (d) 100x magnification.
Characterisation of sludge dewatering liquors from sludge collected from primary sedimentation tanks, secondary clarifiers, feed to AD and digestate, from three full-scale WWTP with different phosphorus removal.
| Site | Liquors sludge | Total | Organic | Condensed | Ortho-phosphate | Ammonium | Dissolved Chemical | Total | Dissolved oxidisable nitrogen (mg N/L) | Dissolved nitrite | Alkalinity | pH | Magnesium | Calcium | Chloride | Sulphate | Aluminium | Arsenic | Boron | Chromium | Copper | Iron | Lead | Nickel | Potassium | Zinc |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BNR | Primary | 30.2 ± 1.6 | 10 to 30 | <10 | 2.5 ± 0.0 | 64.4 | 770 ± 23 | 858 ± 25 | <0.1 | <0.1 | 610 ± 14 | 6.9 | 33 | 130 | 126 | 84 | <0.02 | <0.02 | 0.32 | <0.01 | 0.01 | 16 | <0.03 | <0.01 | 46 | <0.01 |
| 19.6 ± 0.6 | <10 | <10 | 9.8 ± 0.2 | 28.3 ± 2.0 | 228 ± 13 | 383 ± 3 | <0.1 | <0.1 | 377 ± 15 | 6.7 | 27 | 110 | 113 | 73 | <0.02 | <0.02 | 0.26 | <0.01 | <0.01 | 3.4 | <0.03 | <0.01 | 30 | <0.01 | ||
| 92.0 ± 2.8 | 10 to 30 | 10 to 30 | 65.7 ± 2.2 | 45.5 ± 5.0 | 420 | 1409 ± 97 | <0.1 | <0.1 | 583 ± 10 | 6.6 | 40 | 150 | 150 | 47 | 0.94 | <0.02 | 0.41 | <0.01 | <0.01 | 2.7 | <0.03 | 0.02 | 63 | 0.18 | ||
| Secondary | 46.0 ± 1.0 | <10 | <10 | 35.2 ± 0.0 | <4.0 | 105 ± 3 | 117 ± 6 | 2.1 | <0.6 | 248 ± 8 | 7 | 32 | 81 | 150 | 144 | <0.02 | <0.02 | 0.26 | <0.01 | <0.01 | 0.1 | <0.03 | <0.01 | 50 | <0.01 | |
| 19.0 ± 0.0 | <10 | <10 | 11.1 ± 1.2 | <4.0 | <25 | 52 ± 23 | 1.2 ± 0.1 | <0.1 | 213 ± 6 | 7.2 | 26 | 88 | 120 | 122 | <0.02 | <0.02 | 0.22 | <0.01 | <0.01 | <0.01 | <0.03 | <0.01 | 36 | <0.01 | ||
| 39.9 ± 0.1 | <10 | <10 | 33.8 ± 0.3 | 2.4 ± 0.7 | <25 | 213 ± 13 | 0.6 ± 0.3 | <0.6 | 224 ± 1 | 7.1 | 28 | 90 | 264 | 138 | <0.02 | <0.02 | 0.37 | <0.01 | <0.01 | 0.1 | <0.03 | <0.01 | 50 | 0.01 | ||
| Digested | 70.8 ± 2.0 | 10 to 30 | 30 to 100 | 8.5 ± 0.1 | 861.6 | 639 ± 119 | 2787 ± 71 | <0.1 | <0.1 | 4250 ± 0 | 7.9 | 33 | 130 | 168 | 90 | 2.00 | 0.03 | 0.15 | <0.01 | 0.08 | 8.9 | 0.07 | 0.06 | 170 | 0.52 | |
| 87.2 | 30 to 100 | <10 | 55.3 ± 1.5 | 713.2 ± 19.5 | 629 ± 15 | 1208 ± 106 | <0.1 | <0.1 | 3403 ± 6 | 8 | 32 | 120 | 132 | 43 | 0.71 | <0.02 | 0.08 | <0.01 | 0.07 | 8.8 | <0.03 | 0.04 | 87 | 0.12 | ||
| 767.5 ± 60.1 | >100 | >100 | 35.0 ± 2.0 | 713.4 ± 33.5 | 555 | 21617 ± 424 | <0.1 | <0.1 | 5883 ± 64 | 7.8 | 15 | 68 | 188 | 28 | 0.21 | 0.04 | 0.15 | <0.01 | <0.01 | 0.76 | <0.03 | 0.04 | 170 | 0.09 | ||
| NPR | Primary | 134.0 | <10 | 30 to 100 | 63.0 ± 0.1 | 193.6 | 4296 ± 356 | 2073 ± 35 | <0.1 | <0.1 | 913 ± 38 | 5.2 | 38 | 370 | 132 | 78 | 0.49 | <0.02 | 0.15 | <0.01 | 0.06 | 16 | <0.03 | 0.02 | 73 | 0.15 |
| 11.7 ± 1.4 | <10 | <10 | 12.8 ± 0.2 | 31.0 ± 0.7 | 32 ± 1 | 243 ± 3 | <0.1 | <0.1 | 377 ± 6 | 7.2 | 18 | 95 | 80 | 45 | <0.02 | <0.02 | 0.07 | <0.01 | 0.02 | 0.44 | <0.03 | <0.01 | 31 | <0.01 | ||
| 21.8 ± 0.3 | <10 | <10 | 15.4 ± 0.5 | 17.3 ± 2.4 | 230 | 344 ± 15 | <0.1 | <0.1 | 422 ± 6 | 7.2 | 15 | 100 | 316 | 34 | 0.04 | <0.02 | 0.10 | <0.01 | 0.02 | 0.32 | <0.03 | <0.01 | 35 | <0.01 | ||
| Digester feed | 96.3 ± 1.3 | 10 to 30 | 10 to 30 | 50.2 ± 0.1 | 167.2 | 3335 ± 155 | 1773 ± 72 | <0.1 | <0.1 | 820 ± 10 | 5.4 | 34 | 320 | 144 | 78 | 1.20 | <0.02 | 0.18 | <0.01 | 0.15 | 24 | 0.04 | 0.03 | 66 | 3.3 | |
| 87.6 ± 1.7 | 30 to 100 | <10 | 51.4 ± 2.2 | 189.9 ± 11.1 | 7710 | 4783 ± 370 | <0.1 | <0.1 | 1090 ± 10 | 5 | 47 | 580 | 158 | 95 | 0.14 | <0.02 | 0.18 | <0.01 | 0.03 | 110 | <0.03 | 0.05 | 80 | 0.23 | ||
| 216.0 ± 65.0 | 30 to 100 | 30 to 100 | 112.5 ± 4.3 | 287.1 ± 63.4 | 5397 | 3757 ± 261 | <0.1 | <0.1 | 1113 ± 33 | 5.2 | 56 | 450 | 368 | 15 | 0.13 | <0.02 | 0.20 | <0.01 | 0.03 | 4.9 | <0.03 | 0.04 | 96 | 0.24 | ||
| Digested | 59.7 ± 2.9 | 10 to 30 | 10 to 30 | 27.5 ± 1.2 | 551 | 189 ± 93 | 1297 ± 18 | 1.02 | <0.6 | 2700 ± 10 | 7.7 | 28 | 150 | 216 | 78 | 0.14 | <0.02 | 0.08 | <0.01 | 0.05 | 0.58 | <0.03 | 0.02 | 78 | 0.06 | |
| 18.1 ± 1.3 | 10 to 30 | <10 | <0.3 | 612.1 ± 12.9 | 290 ± 40 | 1557 ± 95 | <0.1 | <0.1 | 3377 ± 15 | 34 | 110 | 166 | 22 | 1.10 | <0.02 | 0.08 | <0.01 | 0.11 | 9.5 | <0.03 | 0.04 | 85 | 0.13 | |||
| 360.5 ± 7.8 | >100 | >100 | 3.4 ± 0.4 | 554.5 ± 14.9 | 508 | 7717 ± 317 | <0.1 | <0.1 | 4160 ± 10 | 33 | 150 | 352 | 25 | 0.31 | 0.03 | 0.06 | <0.01 | 0.03 | 3.3 | <0.03 | 0.04 | 100 | 0.07 | |||
| CPR | Primary | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – |
| 73.5 ± 2.3 | 30 to 100 | <10 | 11.3 ± 2.3 | 211.2 ± 6.4 | 3752 ± 62 | 3763 ± 156 | <0.1 | <0.1 | 1323 ± 29 | 5.9 | 36 | 300 | 172 | 39 | <0.02 | <0.02 | 0.66 | <0.01 | <0.01 | 21 | <0.03 | 0.02 | 110 | <0.01 | ||
| 186.0 ± 22.6 | 10 to 30 | >100 | 46.6 ± 6.3 | 113.9 ± 6.9 | 6668 | 3583 ± 148 | <0.1 | <0.1 | 1037 ± 15 | 5.1 | 48 | 460 | 476 | 17 | 0.12 | <0.02 | 0.76 | <0.01 | 0.02 | 29 | <0.03 | 0.05 | 100 | 0.20 | ||
| Secondary | 1.7 ± 0.1 | <10 | <10 | 0.5 ± 0.0 | <4.0 | 82 ± 1 | 60 ± 3 | 2.6 | 1.2 | 233 ± 6 | 7.3 | 18 | 87 | 204 | 114 | <0.02 | <0.02 | 0.50 | <0.01 | <0.01 | 0.06 | <0.03 | <0.01 | 40 | <0.01 | |
| 1.1 ± 0.1 | <10 | <10 | 0.4 ± 0.1 | 4.3 ± 0.1 | <25 | 46 ± 8 | 7.7 ± 0.4 | 0.2 | 247 ± 64 | 7.1 | 17 | 85 | 144 | 72 | <0.02 | <0.02 | 0.33 | <0.01 | 0.01 | 0.01 | <0.03 | <0.01 | 36 | <0.01 | ||
| 2.2 ± 0.1 | <10 | <10 | 0.1 ± 0.0 | 2.3 ± 0.4 | 36 | 147 ± 20 | 2.8 ± 0.4 | <0.6 | 223 ± 8 | 7.3 | 20 | 94 | 332 | 97 | <0.02 | <0.02 | 0.43 | <0.01 | 0.02 | 0.05 | <0.03 | <0.01 | 55 | <0.01 | ||
| Digester feed | 78.9 ± 1.2 | 10 to 30 | 30 to 100 | 0.7 ± 0.0 | 264.3 | 5238 ± 153 | 5185 ± 191 | <0.1 | <0.1 | 1410 ± 113 | 5.3 | 51 | 340 | 276 | 132 | <0.02 | 0.03 | 0.40 | <0.01 | 0.02 | 250 | <0.03 | 0.21 | 130 | 1.00 | |
| 59.5 ± 0.5 | 30 to 100 | 10 to 30 | <0.3 | 510.6 ± 24.7 | 5325 ± 149 | 6773 ± 32 | <0.1 | <0.1 | 2487 ± 35 | 6.6 | 56 | 290 | 184 | 66 | <0.02 | 0.03 | 0.48 | <0.01 | <0.01 | 120 | <0.03 | 0.10 | 170 | <0.01 | ||
| – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | – | ||
| Digested | 54.4 ± 1.1 | 10 to 30 | 10 to 30 | 21.8 ± 0.4 | 750.4 | 680 ± 265 | 1495 ± 156 | <0.1 | <0.1 | 3840 ± 0 | 7.8 | 30 | 140 | 402 | 126 | 0.29 | 0.04 | 0.59 | <0.01 | 0.04 | 2.1 | <0.03 | 0.06 | 160 | 0.09 | |
| 36.0 ± 2.4 | 30 to 100 | <10 | <0.3 | 829.6 ± 42.3 | 2442 ± 38 | 7717 ± 74 | <0.1 | <0.1 | 4483 ± 61 | 7.4 | 46 | 150 | 400 | 24 | 1.90 | 0.05 | 1.20 | 0.01 | 0.11 | 61 | 0.12 | 0.11 | 310 | 0.50 | ||
| 276.5 ± 101.1 | <10 | >100 | 0.4 ± 0.1 | 832.0 ± 43.6 | 523 | 16993 ± 203 | <0.1 | <0.1 | 6820 ± 35 | 7.7 | 46 | 82 | 870 | 29 | 0.10 | 0.10 | 1.50 | <0.01 | 0.01 | 2.2 | <0.03 | 0.10 | 460 | 0.08 |
BNR, site with biological nutrients removal; NPR, site without phosphorus removal technologies; CPR, site with chemical phosphorus removal. Cadmium (<0.01 mg/L), mercury (<0.01 mg/L) and selenium (<0.04 mg/L) were below the detection limit for all samples. Values detail the mean ± standard deviation when replicate measurements were taken.
Qualitative assessment of the potential application of the bio-struvite process for different types of sludge liquors. This was calculated taking in consideration the characteristics of the sludge liquors measured, as described in Table 3, against the optimal characteristics for nutrient recovery for both chemical and bio-struvite. The optimal sludge characteristics gave a total of 16 points for chemical struvite (total of 4 parameters considered) and 28 points for bio-struvite (total of 7 parameters considered).
| Sludge | Site type | Phosphate | Magnesium | Ammonium | pH | Chemical struvite production | Phosphorus | Magnesium | Ammonium | COD | pH | Alkalinity | Calcium | Bio-struvite |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Primary | BNR | – | – | + | – | 56% | + | + | + | + | – | + | + | 71% |
| NPR | – | – | + | – | 56% | + | + | + | – | – | + | – | 64% | |
| CPR | – – | + | + | – – | 50% | + + | + + | + | + + | – | + | – | 79% | |
| Secondary | BNR | – | + | – | – | 44% | + | + | – | – – | + | + | + | 64% |
| CPR | – – | – | + | – | 50% | – – | – | + | – – | + | + | + | 57% | |
| AD feed | NPR | – | – | + | – – | 50% | + + | – | + | + + | – | – | – | 57% |
| CPR | – – | + | + | – – | 50% | + + | + + | + | + + | – | – | – | 75% | |
| Digestate | BNR | – | – | + | – | 56% | + + | – | + | – | + | – | + | 71% |
| NPR | – – | + | + | – | 56% | + | – | + | – – | + | – | + | 61% | |
| CPR | – – | + | + | – | 56% | + + | + | + | – | + | – | + | 71% |
Qualitative and numerical quantification used in calculation of the production potential: + + Always suitable = 4; + Variable and not always suitable = 3; – Variable and mostly not suitable = 2; – – Not suitable = 1.