Ahmad Farhad Talebi*a,
Seyed Mohammad Mehdi Dastgheibb,
Hassan Tirandazb,
Akram Ghafaric,
Ebrahim Alaieb and
Meisam Tabatabaei*cd
aFaculty of Biotechnology, Semnan University, Semnan, Iran. E-mail: ahmad_farhad64@yahoo.com; Fax: +98-2333383301; Tel: +98-2333383506
bEnvironment and Biotechnology Research Division, Research Institute of Petroleum Industry, Tehran, Iran
cAgricultural Biotechnology Research Institute of Iran (ABRII), Agricultural Research, Education, and Extension Organization (AREEO), 31535-1897 Karaj, Iran
dBiofuel Research Team (BRTeam), Karaj, Iran. E-mail: meisam_tab@yahoo.com; Fax: +98-2632701067; Tel: +98-2632703536
First published on 3rd May 2016
Millions of barrels of produced water (PW) are generated on a daily basis in petroleum-rich regions around the world. A locally isolated microalgal strain identified as Dunaliella salina was used to treat PW herein. The results showed that the application of the PW increased biomass production and lipid content by approximately 120 and 65% compared to the control (sea water), respectively. Consequently, significantly higher lipid productivity values (2–3.6 times) were achieved using the cultures enriched by different ratios of seawater and PW (1:
1 to 3
:
1). Moreover, bioprospection by FAME profiling revealed that the inclusion of PW in the culture media altered some properties of the resultant biodiesel. More specifically, cold flow properties were improved by PW enrichment while oxidative stability was deteriorated. From the bioremediation point of view, the studied marine strain, D. salina coped well with the salinity fluctuations in wastewater and was found to be highly capable of removing nitrogen, by 65% and phosphorus, by 40%. Biosorption of toxic heavy metal pollutants such as Ni and Zn were also achieved at rates of approximately 90 and 80%, respectively. Overall, the integrated strategy presented herein seems very promising in minimizing the operating expenses of PW treatment while concurrently offering a sustainable platform to improve algal biodiesel production both in terms of quantity and quality.
Presently, around 60–90% of the generated PW is injected into disposal wells or is re-used for maintaining pressure and integrity of production operation.5 The disposal of untreated PW into disposal wells is accompanied with the risk of leakages into underground water resources and hazardous consequences. This has forced authorities to impose stricter regulatory standards on discharging PW. It is worth quoting that limited access to disposal wells is also another driving factor further highlighting the importance of treating and reusing PW. The physicochemical treatment methods conventionally used to remove the high concentrations of nutrients and toxic heavy metals from PW are summarized in Table 1. In fact, the initial composition of the PW, the availability of technical and financial facilities, and the required quality of the finished effluent are the determining factors when selecting the processing type. It can be inferred from the data presented in Table 1 that each of these processes has its own pros and cons. Therefore, in order to remove various types of pollutants, e.g., hydrocarbons, suspended solids, heavy metal, etc., a combination of different techniques, such as membrane-based processes and chemical precipitation is required to enhance the recovery and to minimize the amount of concentrated brine generated.6 However, high costs, large input of chemicals, and incomplete removal of the metal are among the main limiting factors associated with the application of the physicochemical approaches.
Treatment | Hydrocarbons removal | Suspended solids removal | Metal removal | Softening and SAR adjustment | Soluble organic removal | Pre/post treatment | Desalination | PW recovery (%) | Toxics removala | Environmental/economical sustainability | Feed quality |
---|---|---|---|---|---|---|---|---|---|---|---|
a Special constituents of concern, such as boron and BTEX compounds (sum of benzene, toluene, ethylbenzene, and xylenes). | |||||||||||
Hydrocyclone | ✓ | ✓ | High | Long lifetime, low energy input | All TDS | ||||||
Gas flotation | ✓ | ✓ | Coagulation | ∼100 | Coagulant, pumping costs | High TOC and oil | |||||
Ultra-filtration | ✓ | ✓ | Straining, desalination | 85–100 | Polymeric/ceramic membranes cost | All TDS | |||||
Sand filtration | ✓ | Coagulation | ∼100 | Optional coagulant | All TDS | ||||||
Aeration & sedimentation | ✓ | ✓ | ✓ | Low | No energy and chemical use | No restrictions | |||||
Chemical precipitation | ✓ | ✓ | ✓ | 95 | ✓ | Good in combined processes | High TDS | ||||
Oxidation | ✓ | ✓ | ✓ | 100 | High cost chemical | All TDS | |||||
Ion exchange | ✓ | ✓ | Mineral removal, remineralization | ∼100 | ✓ | Resin regeneration, pumping costs | 0.5 < TDS < 7 g L−1 | ||||
Adsorption | ✓ | ✓ | ✓ | ✓ | ✓ | ∼100 | ✓ | Pumps, plumbing and chemical needed | All TDS | ||
Membrane separation | ✓ | Extensive pre and post treatment | ✓ | 30–60 | Chemical cleaning and high-pressure pumps needed | 0.5 < TDS < 50 g L−1 | |||||
Freeze/thaw evaporation | ✓ | ✓ | ✓ | ✓ | ✓ | Deoiling | ✓ | 50 (in winter) | Limited by land availability and climate conditions | TDS > 40 g L−1 with no methanol | |
Evaporation and distillation | ✓ | Less rigorous pretreatment | ✓ | 20–70 | High energy demand | High TDS range | |||||
Electrodialysis | ✓ | ✓ | Filtration, pH adjustment | ✓ | 70–90 | Complicated operation, chemical cleaning use | TDS < 8 g L−1 | ||||
Biological activities | ✓ | ✓ | ✓ | Sedimentation | ✓ | 100 | ✓ | Low cost, no chemical use | Cl− < 6600 and oil < 60 mg L−1 |
Alternatively, biosorption of heavy metals using microalgae has been proposed as an ecologically-safer, more economic, and efficient mean to remove metals from different wastewaters.8 Besides, the produced biomass by photosynthetic microalgae can be transformed into a wide range valuable products, such as biofuels (e.g., bioethanol and biodiesel). To achieve the desired level of treatment with algal systems, maximizing autotrophic production is of primary importance which could be accomplished by providing a rich source of wastewater. However, to the best of our knowledge, there are no published reports on the integration of PW treatment using microalgae and biofuels production.
Therefore, the present study was set to investigate the potentials of algal-based treatment of PW while focusing on biomass and lipid production concurrently. The removal of heavy metals as well as the other polluting compounds were taken into consideration. Moreover, the impact of PW enrichment on the properties of the resultant biodiesel was studied by bioprospection of fatty acid methyl ester (FAME) profile.
The PW was provided by the research institute of petroleum industry (RIPI), Tehran, Iran. The wastewater source was the desalinated PW of a crude oil well located in the southwest of Iran and the total dissolved solids (TDS) content of the PW was at approximately 1%.
LP = PB × LC | (1) |
![]() | (2) |
The heavy metal contents were determined using an atomic absorption spectrophotometer (AAS). Subsequently, in order to investigate the bioremediation capabilities of the studied algal strain, the PW was surged with different concentrations of NiCl·6H2O and ZnSO4·7H2O stock solutions (1000 ppm). Then, the heavy metal solutions were directly added into the lake medium containing 5 × 105 algal cells per mL at their stationary growth phase. After 6 h, the supernatant was collected by centrifugation at 8000 × g and the heavy metal concentration was analyzed by the AAS.
![]() | ||
Fig. 1 Growth dynamics of Dunaliella salina cultured in different media. Cell density was measured during the 4 weeks of cultivation period. |
After three weeks of inoculation by algal cells, all cultures of different PW concentrations reached the variant growth phase. The results obtained revealed that the growth dynamics represented by cell density were significantly influenced by the PW inclusion. This could be ascribed to the nutrients contained in the PW (especially nitrate and phosphate) which must have promoted cell division and consequently cell density (Fig. 1). In fact, the higher the PW supplementation, the faster the log phase and doubling time were. By comparing the graphs presented in Fig. 1, one could conclude that at the time the algal cells grown in the 1:
1 medium reached the pre-stationary phase (day 28), the cells grown in the neat sea water were still in their early stages of development.
As tabulated in Table 2, the highest BP, LC, and LP values were also obtained when the 1:
1 dilution rate was used. More specifically, this medium increased BP, LC, and LP values by approximately 120%, 65%, and 263% compared with the neat sea water. Moreover, further dilutions of the PW, i.e., 1
:
2 and 1
:
3 (PW
:
sea water) negatively affected the BP compared to the 1
:
1 medium. The achieved significant improvements could be ascribed to the robust biomass production achieved by using this medium. These findings were in line with those of previous studies highlighting the prominent impact of optimizing media formulations9,11 and growth conditions15 on microalgae growth kinetics. In another word, some manipulation in key nutrients availability can alter the metabolic and developmental pathways in green algae and therefore, end to growth enhancement. Therefore, it should be quoted that in the present study simultaneous supplementation of N and P as well as their high availability as could be comprehended by high removal rates obtained (Table 3), were the main factors which led to enhanced cell division and consequently increased BP and LP values.
Samplea | Parameters | ||
---|---|---|---|
Biomass productivityb (g L−1) | Lipid content (% dwt) | Volumetric lipid productivity (mg L−1) | |
a Dunaliella salina cultured in 1![]() ![]() ![]() ![]() ![]() ![]() |
|||
1![]() ![]() |
2.75 ± 0.3A | 28.90 ± 1.1A | 794.75 ± 0.4A |
1![]() ![]() |
2.50 ± 0.2A | 22.33 ± 2.1B | 558.25 ± 0.7B |
1![]() ![]() |
1.75 ± 0.2B | 18.91 ± 1.1B | 330.92 ± 0.3C |
Sea water | 1.25 ± 0.3C | 17.52 ± 1.8C | 219.00 ± 0.4D |
Parameter | Value (mg L−1) | Variation (%) | |
---|---|---|---|
Before algal treatment | After algal treatment | ||
pH | 6.5–7 | Set at 8 | — |
TPH | <0.2 | <0.2 | — |
TDS | 13![]() |
14![]() |
+5.62 |
TSS | 254 | 209 | −17.72 |
TOC | 63 | 102 | +61.90 |
SAR | 182 | 157 | −13.74 |
NH4 | 10 | 7 | −30.00 |
NO3 | 622 | 212 | −65.92 |
PO4 | 300 | 178 | −40.67 |
SO4 | 486 | 338 | −30.45 |
Cl− | 8473 | 7661 | −9.58 |
Na | 4280 | 3283 | −23.29 |
K | 28 | 26 | −7.14 |
Ca | 976 | 763 | −21.82 |
Mg | 131 | 104 | −20.61 |
Li | 507 | 476 | −6.11 |
Fe | 1.5 | 1.4 | −6.67 |
Morphological changes of D. salina in response to the best PW dilution rate, i.e., 1:
1 was also microscopically investigated in comparison with the cells grown in sea water. As presented in Fig. 2b, the algal cells grown in the 1
:
1 dilution rate of PW turned pale green and grew larger, presumably due to moderate β-carotene accumulation. Nevertheless, both cultures contained motile cells with an equal cell density.
Termini et al.16 investigated the potential of microalgae in wastewater treatment in indoor photo bioreactors and achieved an acceptable nutrients (nitrogen and phosphorus) removal of about 99.9% with a specific biomass productivity of 0.25 g L−1. However, their achieved specific biomass productivity was significantly lower than what accomplished in the present study, i.e., 2.75 g L−1 using the 1:
1 medium.
Samplea | Fatty acidb (%) | SFA/USFA | ||||||
---|---|---|---|---|---|---|---|---|
16![]() ![]() |
16![]() ![]() |
18![]() ![]() |
18![]() ![]() |
18![]() ![]() |
18![]() ![]() |
20![]() ![]() |
||
a Dunaliella salina cultured in 1![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() |
||||||||
1![]() ![]() |
16.67 ± 1.8 | 1.58 ± 1.9 | 4.02 ± 1.3 | 13.63 ± 2.1 | 20.33 ± 1.4 | 30.58 ± 1.2 | 1.4 ± 1.7 | 0.30 |
1![]() ![]() |
17.02 ± 0.9 | 3.18 ± 0.3 | 3.65 ± 0.7 | 21.95 ± 0.7 | 19.15 ± 0.9 | 30.66 ± 0.4 | 1.12 ± 1.6 | 0.28 |
1![]() ![]() |
19.41 ± 0.6 | 4.54 ± 0.7 | 3.95 ± 0.5 | 22.08 ± 1.5 | 11.47 ± 1.4 | 21.06 ± 1.9 | 7.03 ± 1.3 | 0.35 |
Sea water | 28.10 ± 0.8 | 2.03 ± 1.1 | 2.91 ± 0.3 | 17.23 ± 2.4 | 9.15 ± 1.3 | 15.93 ± 1.4 | 4.8 ± 1.1 | 0.63 |
Samplea | Biodiesel properties | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
SV | IV | CN | DU | LCSF | CFPP | CP | PP | APE | BAPE | OS | HHV | υ | ρ | |
a Dunaliella salina cultured in 1![]() ![]() ![]() ![]() ![]() ![]() |
||||||||||||||
1![]() ![]() |
179.44 | 135.5 | 46.23 | 118.43 | 3.68 | −4.92 | 3.78 | −2.72 | 115.45 | 81.49 | 4.91 | 34.68 | 1.08 | 0.78 |
1![]() ![]() |
196.8 | 142.43 | 41.99 | 125.87 | 3.53 | −5.4 | 3.96 | −2.52 | 121.57 | 80.47 | 4.96 | 38.05 | 1.19 | 0.85 |
1![]() ![]() |
181.87 | 108.55 | 51.89 | 98.71 | 3.92 | −4.17 | 5.22 | −1.16 | 87.14 | 53.59 | 6.22 | 35.28 | 1.15 | 0.79 |
Sea water | 164.69 | 81.62 | 61.08 | 74.22 | 4.27 | −3.08 | 9.79 | 3.81 | 67.39 | 41.01 | 7.29 | 7.29 | 1.04 | 0.7 |
Inorganic nutrient residues contained in the PW could potentially be responsible for the changes observed herein in biodiesel production, quantitatively and qualitatively. The results pertaining to the impacts of PW incorporation on the FAs profiles and consequent biodiesel properties are presented in Tables 4 and 5, respectively.
Based on the findings of this study, Na+ ion concentration was moderately decreased by just over 23% in the treated PW (Table 3). This Na+ reduction directly decreased the SAR value by 13.7% (from 182 to 157) but the SAR was still higher than the acceptable level for irrigation application, i.e., 12.5 Nevertheless, it should be quoted that since reducing SAR is among the main challenges faced in biological wastewater treatment, any extents of reduction rate would be of great importance. This could be easily comprehended from the findings of Drewes et al.6 who stated that the wetland system under investigation failed to effectively lead to any changes in SAR parameter after one year of operation.
The positive attributes of the present system in reducing Na concentration could be related to the unique features of Dunaliella spp. to osmotic variations in the culture media.22 On the other hand, K concentration was not significantly affected by the algal cells growth during the treatment (Table 3). This ability to keep intracellular concentration of K+ out of fluctuations has been developed during the course of evolution as a defense mechanism against hazardous effects of excess Na+.23 In our previous study, D. salina cells was shown to effectively maintain the intracellular K+ concentration when faced with increasing salinity in the culture media compared with the other microalgal strains. In more details, even by varying salinity levels in the culture medium, the amount of K+ ion in Dunaliella cells is kept constant in order to continue its metabolic activities.24 The results achieved herein also confirmed the previous finding, i.e., the stability of K+ ion concentration in the PW after the inoculation.
Moreover, D. salina cells were revealed to have efficient mechanisms to keep intracellular Ca2+ level unchanged as well. Issa25 reported that during a salinity stress, Ca2+ concentration remained constant despite a sharp increase in intracellular Na+ content. Similar results were observed in the present experiment but a 22% decrease in Ca+ ion concentration in the treated PW was achieved due to the enhanced growth of the D. salina cells accumulating Ca2+ during their growth phase (Table 3). All other minor variations in ions concentrations are tabulated in Table 3.
Wetlands have also been proposed for treating PW. The biodegradation ability of halophyte plants along with their evapotranspiration could reduce PW volume and the pollutants contained.6 However, several constraints restrict the application of such plants such as: (a) slow operation rate, (b) large deal of land and fresh water requirements per unit volume of PW, (c) pretreatment processes requirements, and (d) periodic release of captured contaminants.26 Hence, and having considered the results of the present investigation, algal-based treatment systems such HRAPs seems comparatively more promising for PW than wetland-based treatment systems. The HRAP system in comparison with the conventional wastewater treatment methods, has lower capital and operating costs and needs no intensive high technology to operate.19,27 For example, activated sludge systems, one of the most common wastewater treatment technologies for COD/BOD removal, requires two folds capital costs for construction and five folds operational costs more than those required by advanced pond systems such as HRAP.27 In conclusion, algal-based removal of residual nutrients from the PW could be regarded as a promising method in terms of both efficiency and capital/operational costs.
According to the data presented in Table 3, only 6 h was sufficient for the D. salina algal cells to uptake more than 84% of the Ni ions (5–100 ppm). Increasing the concentration (above the optimum concentration of 100 ppm) led to a decreased bioremediation capacity of the algal cells. More specifically, the active cells vigorously started to absorb free ions using their free binding sites but this phenomena has its highest efficiency at low concentrations and within a short period of time and by increasing the ions concentration, the binding site became saturated. On such basis, in the present study by doubling the concentration of the Ni ions from 100 mg L−1 to 200 mg L−1, the Ni ion reduction efficiency was decreased from 94 to 72%.
It has been proved that zinc deficiency could negatively affect algae's growth through inhibiting chlorophyll synthesis.30 The findings of the present study revealed that D. salina could remove 78 and 91% of free Zn ions at 2 to 5 mg L−1 during the 6 h of cultivation, respectively. However, higher initial Zn concentrations, i.e., 10 and 20 mg L−1 adversely affected the bioremoval capability of the algal cells (60 and 55%, respectively) (Table 6); since it could adversely affect the photosynthetic apparatus.31
Heavy metals | Concentration (mg L−1) | ||
---|---|---|---|
Before culture | After culture | Reduction (%) | |
Ni | 5 | 0.57 | 89 |
20 | 3.20 | 84 | |
100 | 6.20 | 94 | |
200 | 54.78 | 72 | |
Zn | 2 | 0.44 | 78 |
5 | 0.44 | 91 | |
10 | 3.96 | 60 | |
20 | 8.92 | 55 |
Based on the present observation, the initial concentration of metal ions in the aquatic phase determine the final algal biosorption ability. In fact, metal biosorption initially increases with increasing metal concentration up to a certain level but by further increasing the concentration, the metal absorption deteriorates.32 It is worth quoting that the potential of metal removal from the aquatic phase by algal cells is also directly related to the biomass concentration, i.e., by increasing biomass concentration, higher absorption capacities could be achieved.33 This could be ascribed to the fact that more algal cells is translated into more free-binding sites to absorb more metal ions. Different types of binding groups on the cell surface i.e. hydroxyl, phosphoryl, amino, carboxyl, sulphuryl, amine, imidazole, sulphate, phosphate, carbohydrate act as determining factors in the final metal ions biosorption capacity. Overall, the number of sites on the algal cells, the accessibility of binding groups for metal ions adsorption and finally the chemical state of these sites (affecting their pKa) determine the final volume of absorbed heavy metals.3
Metal ions such as Zn and Ni tend to establish links with the following binding sites.29 Cl−, Br−, N3−, NO2−, SO32−, NH3, N2, RNH2, R2NH, R3N, N–, –CO–N–R, O2, O2−, O22−.
The accumulation procedure of heavy metals by algal cells generally occurs in two phases: (a) inactive biosorption, and (b) active biosorption. Inactive biosorption as the first phase is carried out quickly and is completely independent of the cellular metabolism. The cellular location of non-active metal biosorption is limited to the cell surface and the tendency of metal binding sites is the determining parameter in this phase. It is worth quoting that the abundance of carboxyl and phosphate groups on the cell surface causing a negative charge on the cell surface34 also plays an important role in up-taking metal ions (cations). In the next phase called as intracellular ion uptake, metal ions are actively absorbed into the cytoplasm of the microalgal cells. This phase is heavily dependent on the cell metabolism.2 Moreover, given the complexity of the composition of the algal cell surface, diverse mechanisms may be simultaneously involved in active metal uptake. Ion exchange, complex formation, and electrostatic interaction are among the mechanisms used to regulate the heavy metal biosorption.35
Among the processes listed, ion exchange is the most important mechanism in the biosorption of metal ions by algal biomass.36 The green algae D. salina used in the preset study showed a suitable adsorption capacity of heavy metals, but the best presentation of metal biosorption reported in the literature is related to brown algae.37
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