Research article

Assessing the Potential of Mechanical Aeration Combined with Bioremediation Process in Soils and Coastal Sediments Impacted by Heavy Metals

  • Received: 30 March 2022 Revised: 14 August 2022 Accepted: 22 August 2022 Published: 10 October 2022
  • Microorganisms make use of heavy metals through enzymatic, non-enzymatic processes or bioaccumulation in bacterial cells in insoluble or particulate forms and by-products. Increasing effectiveness of bioremediation is still being explored and other stimulation techniques cited by various authors used mostly EDTA, nitrogen fertiliser and other amendments. The use of mechanical aeration combined with bioremediation using Bacillus subtilis, Bacillus cereus, Pseudomonas aeruginosa and Pseudomonas fluoresecens offer a greener approach with more efficient remediation capabilities. Zinc exceeded the permissible limit recommended by FAO/WHO by more than two folds while other metals were close to the threshold limit posing a dangerous threat to human health. Implementation of the current package treatment showed statistically significant decreases in heavy metal concentrations in both soils and coastal sediments in a 90 days experiment under atmospheric conditions. For sediments, 21.4% to 100% bioremediation was achieved under mechanical aeration conditions representing an increase of up to 60% efficiency compared to non-aeration while for soil highest efficacy achieved was 63.1%. However, the mechanisms and pathways of bioremediation were noticed to depend according to biotic and abiotic factors. This article provides an insight on the comparison between proposed stimulation technique and other methods reported.

    Citation: Gireshsingh Mungla, Sunita Facknath, Bhanooduth Lalljee. Assessing the Potential of Mechanical Aeration Combined with Bioremediation Process in Soils and Coastal Sediments Impacted by Heavy Metals[J]. AIMS Environmental Science, 2022, 9(5): 692-707. doi: 10.3934/environsci.2022039

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  • Microorganisms make use of heavy metals through enzymatic, non-enzymatic processes or bioaccumulation in bacterial cells in insoluble or particulate forms and by-products. Increasing effectiveness of bioremediation is still being explored and other stimulation techniques cited by various authors used mostly EDTA, nitrogen fertiliser and other amendments. The use of mechanical aeration combined with bioremediation using Bacillus subtilis, Bacillus cereus, Pseudomonas aeruginosa and Pseudomonas fluoresecens offer a greener approach with more efficient remediation capabilities. Zinc exceeded the permissible limit recommended by FAO/WHO by more than two folds while other metals were close to the threshold limit posing a dangerous threat to human health. Implementation of the current package treatment showed statistically significant decreases in heavy metal concentrations in both soils and coastal sediments in a 90 days experiment under atmospheric conditions. For sediments, 21.4% to 100% bioremediation was achieved under mechanical aeration conditions representing an increase of up to 60% efficiency compared to non-aeration while for soil highest efficacy achieved was 63.1%. However, the mechanisms and pathways of bioremediation were noticed to depend according to biotic and abiotic factors. This article provides an insight on the comparison between proposed stimulation technique and other methods reported.



    Variational inequalities earlier introduced and studied by Stampacchia [1] are now interestingly applied in the fields of management, finance, economics, optimization and almost in all branches of pure and applied sciences, see [2,3,4,5,6,7,8,9,10,11,12,13,14,15]. Since variational inequalities provide a natural framework to solve different mathematical and scientific problems, various techniques including projection method, auxiliary principle technique, Wiener-Hopf equations and dynamical systems have been developed for finding the solution of variational inequalities and associated optimization problems, see [2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25] the references therein.

    Absolute value variational inequalities are the significant and useful generalizations of variational inequalities which were introduced and studied by Mangasarian, see [26]. It was shown by Rohn [27] that absolute value variational inequalities are equivalent to complementarity problem and further considered by Mangasarian and Meyer [29] using different methodology. Absolute value variational inequalities are more general as they contain classical variational inequalities as a special case. It has been proved through projection lemma that the absolute value variational inequality and fixed point problem are equivalent, see [2,3]. Using this equivalence between absolute value variational inequality and fixed point problem, various iterative schemes are developed for solving absolute value variational inequalities and to examine the associated optimization problems, see [3,14].

    An innovative aspect in the study of variational inequalities concerns merit functions through which the variational inequality problem can be reformulated into an optimization problem. It was Auslender [28], who introduced the first merit function in optimization theory. Merit functions play important roles in developing globally convergent iterative schemes and investigating the rate of convergence for some iterative schemes, see [20,21,22,23,24,25,26]. Several merit functions are being suggested and analyzed for variational inequalities and hence for the complementarity problems as a variational inequality problem can be rephrased into a complementarity problem, see [30,31,32,33,34,35,36,37,38,39,40,41] and the references therein. Error bounds also contribute significantly in the study of variational inequalities as error bounds are the functions which estimate the closeness of an arbitrary point to the solution set in an approximate computation of the iterates for solving variational inequalities, see [31,32,33,34,35].

    In spite of the huge lift in the field of variational inequalities and optimization theory, we present and investigate some new merit functions for absolute variational inequalities in this work. We also suggest the error bounds for the solution of absolute variational inequalities under some suitable constraints. The proofs of our proposed results are easy and direct in comparison with other methods and these results also remain true for the associated problems of absolute value variational inequalities. Hence, the findings of this paper provide a substantial addition in this field.

    Let H be a real Hilbert space, whose norm and inner product are denoted by . and <.,.> respectively. Let K be a closed and convex set in H. For given operators T,B:HH, consider the problem of finding uK such that

    Tu+B|u|,vu0,vH, (2.1)

    where |u| contains the absolute values of components of uH. The inequality (2.1) is called absolute value variational inequality. The absolute value variational inequality (2.1) can be viewed as a difference of two operators and includes previously known classes of variational inequalities as special cases. For the recent applications of absolute value variational inequalities, see [2,3,33,35,40] and the references therein.

    In order to derive the main results of this paper, we recall some standard definitions and results.

    Definition 2.1. An operator T:HH is said to be strongly monotone, if there exists a constant α>0 such that

    TuTv,uvαuv2,u,vH.

    Definition 2.2. An operator T:HH is said to be Lipschitz continuous, if there exists a constant β>0 such that

    TuTvβuv,u,vH.

    If T is strongly monotone and Lipschitz continuous operator, then from definitions (2.1) and (2.2), we have αβ.

    Definition 2.3. An operator T:HH is said to be monotone, if

    TuTv,uv0,u,vH.

    Definition 2.4. An operator T:HH is said to be pseudomonotone, if

    Tu,vu0,

    implies

    Tv,vu0u,vH.

    Definition 2.5. [37] A function M:HRU{+} is called a merit (gap) function for the inequality 2.1, if and only if

    (i) M(u)0,uH.

    (ii) M(ˉu)=0, if and only if, ˉuH solves inequality (2.1).

    We now consider the well-known projection lemma which is due to [6]. This lemma is useful to reformulate the variational inequalities into a fixed point problem.

    Lemma 2.6. [6] Let K be a closed and convex set in H. Then for a given zH,uK satisfies

    uz,vu0,vK,

    if and only if

    u=PKz,

    where PK is the projection of H onto a closed and convex set K in H.

    It is remarkable that the projection operator PK is non-expansive operator, that is

    PK[u]PK[v]uv,u,vH.

    In this section, we suggest some merit functions associated with absolute value variational inequalities. Using these merit functions, we attain some error bounds for absolute value variational inequalities. To obtain this, we show that the variational inequalities are equivalent to the fixed point problem.

    Lemma 3.1. [2,14] Let K be a closed convex set in H. The function uK is a solution of absolute value variational inequality (2.1), if and only if, uK satisfies the relation

    u=PK[uρTuρB|u|], (3.1)

    where ρ>0 is a constant.

    It follows from the above lemma that the absolute value variational inequality (2.1) and the fixed point problem (3.1) are equivalent. This alternative equivalent formulation is very advantageous from the theoretical as well as from the numerical point of view and is obtained by using projection technique. The projection methods are due to Lions and Stampacchia [4] which provide several effective schemes to approximate the solution of variational inequalities. The equivalence between variational inequalities and the fixed point problem plays a significant role in establishing the various results for problem (2.1) and its related formulations.

    Lemma 3.2. For all u,vH, we have

    u2+u,v14v2.

    Now, we define the residue vector R(u) by the following relation

    Rρ(u)R(u)=uPK[uρTuρB|u|]. (3.2)

    From lemma 2.6, it can also be concluded that uK is a solution of the absolute value variational inequality (2.1), if and only if, uK is a zero of the equation

    Rρ(u)R(u)=0.

    We now show that the residue vector Rρ(u) is strongly monotone and Lipschitz continuous.

    Lemma 3.3. Let the operators T and B be Lipschitz continuous with constants βT>0 and βB>0 and T be strongly monotone with constant αT>0, respectively then the residue vector Rρ(u), defined by (3.2) is strongly monotone on H.

    Proof. For all u,vH, consider

    Rρ(u)Rρ(v),uv=uPK[uρTuρB|u|]v+PK[vρTvρB|v|],uv=uvPK[uρTuρB|u|]+PK[vρTvρB|v|],uv=uv,uvPK[uρTuρB|u|]PK[vρTvρB|v|],uvuv2PK[uρTuρB|u|PK[vρTvρB|v|]uvuv2(uv)ρ(TuTv)uv(B|u|B|v|)ρuvuv2{12ρβT+ρ2β2T+ρβB}uv2=(112ρβT+ρ2β2TρβB)uv2,

    which implies that

    Rρ(u)Rρ(v),uvϑuv2,

    where

    ϑ=(112ρβT+ρ2β2TρβB)>0,

    which proves that the residue vector Rρ(u) is strongly monotone with constant ϑ>0.

    Lemma 3.4. Let the operators T and B be Lipschitz continuous with constants βT>0 and βB>0 and T be strongly monotone with constant αT>0, respectively then the residue vector Rρ(u), defined by ((3.2)), is Lipschitz continuous on H.

    Proof. For all u,vH, consider

    Rρ(u)Rρ(v)=uPK[uρTuρB|u|]v+PK[vρTvρB|v|]uv+PK[uρTuρB|u|]PK[vρTvρB|v|uv+(uv)ρ(TuTv)ρ(B|u|B|v|)2uv+12ραT+ρ2β2T(uv)+12ραB+ρ2β2B(uv)=(2+12ραT+ρ2β2T+12ραB+ρ2β2B)(uv)=φ(uv),

    where

    φ=2+12ραT+ρ2β2T+12ραB+ρ2β2B>0.

    For the proof of above result, we have used the Lipschitz continuity and strongly monotonicity of the operators T and B with constants βT>0,βB>0 and αT>0,αB>0, respectively. Thus the residue vector Rρ(u) is Lipschitz continuous with constant φ>0. This completes the proof. We now use the residue vector Rρ(u), defined by (3.2), to derive the error bound for the solution of the problem (2.1).

    Theorem 3.5. Let ˆuH be a solution of the absolute value variational inequality (2.1). If the operators T and B are Lipschitz continuous with constants βT>0 and βB>0 and strongly monotone with constants αT>0 and αB>0, respectively then

    1l1Rρ(u)ˆuul2Rρ(u),uH.

    Proof. Let ˆuH solves the absolute value variational inequality (2.1). Then we have

    ρTˆu+ρB|ˆu|,vˆu0,vH. (3.3)

    Take v=PK[uρTuρB|u|] in (3.3), to have

    ρTˆu+ρB|ˆu|,PK[uρTuρB|u|]ˆu0. (3.4)

    Take u=PK[uρTuρB|u|], z=uρTuρB|u| and v=ˆu in projection lemma 2.6 to have

    PK[uρTuρB|u|]u+ρTu+ρB|u|,ˆuPK[uρTuρB|u|]0,

    which shows that

    ρTuρB|u|+uPK[uρTuρB|u|],PK[uρTuρB|u|]ˆu0. (3.5)

    Addition of the inequalities (3.4) and (3.5) implies

    ρ(TˆuTu)+ρ(B|ˆu|B|u|)+(uPK[uρTuρB|u|]),PK[uρTu
    ρB|u|]ˆu0,

    Using (3.2), we obtain

    TˆuTu,PK[uρTuρB|u|]+B|ˆu|B|u|,ˆuPK[uρTu (3.6)
    ρB|u|]1ρR(u),PK[uρTuρB|u|]ˆu. (3.7)

    By the strong monotonicity of the operators T and B with constants αT>0 and αB>0, respectively, we obtain

    αTˆuu2TˆuTu,ˆuuTˆuTu,ˆuPK[uρTuρB|u|]+TˆuTu,PK[uρTuρB|u|]u,

    and

    αBˆuu2BˆuBu,ˆuuBˆuBu,ˆuPK[uρTuρB|u|]+BˆuBu,PK[uρTuρB|u|]u,

    using (3.2) and (3.6), we obtain

    (αT+αB)ˆuu21ρR(u),PK[uρTuρB|u|]ˆu+TˆuTu,R(u)+BˆuBu,R(u),

    Using the Lipschitz continuity of the operators T and B with constants βT>0,βB>0, respectively, we obtain

    ρ(αT+αB)ˆuu21ρR(u),PK[uρTuρB|u|]ˆu+ρTˆuTu,R(u)+ρBˆuBu,R(u)R(u),R(u)R(u),ˆuu+ρTˆuTu,R(u)+ρBˆuBu,R(u)R(u)2+ˆuuR(u)+ρβTˆuuR(u)+ρβBˆuuR(u)=R(u)2+(1+ρ(βT+βB))ˆuuR(u)(1+ρ(βT+βB))ˆuuR(u),

    which implies that

    ˆuu(1+ρ(βT+βB))ρ(αT+αB)R(u)=l2R(u), (3.8)

    where

    l2=(1+ρ(βT+βB))ρ(αT+αB).

    Now, using the relation (3.2), we have

    R(u)=uPK[uρTuρB|u|ˆuu+ˆuPK[uρTuρB|u|]ˆuu+PK[ˆuρTˆuρB|ˆu|]PK[uρTuρB|u|]ˆuu+ˆuρTˆuρB|ˆu|u+ρTu+ρB|u|ˆuu+ˆuu+ρTˆuTu+ρB|ˆu|B|u|2ˆuu+ρβTˆuu+ρβBˆuu=(2+ρ(βT+βB))ˆuu=l1ˆuu,

    which shows that

    1l1R(u)ˆuu, (3.9)

    where

    l1=(2+ρ(βT+βB)).

    Combining (3.8) and (3.9), we obtain

    1l1R(u)ˆuul2R(u),uH. (3.10)

    which is the required result. Now, substituting u=0 in (3.10), we obtain

    1l1R(0)ˆuul2R(0),uH. (3.11)

    Combining (3.10) and (3.11), we get a relative error bound for any uH.

    Theorem 3.6. Suppose that all the conditions of Theorem 3.5 hold. If 0uH is a solution of the absolute value variational inequality (2.1), then

    s1R(u)R(0)uˆuˆus2R(u)R(0).

    It is noted that the normal residue vector R(u), defined in (3.2), is nondifferentiable. To resolve the nondifferentiability which is a significant limitation of the regularized merit function, we examine another merit function associated with the absolute value variational inequality (2.1). This merit function can be regarded as a regularized merit function. For all uH, consider the function, such that

    Mρ(u)=Tu+B|u|,uPK[uρTuρB|u|]12ρuPK[uρTuρB|u|2. (3.12)

    It is clear from the above equation that Mρ(u)0, for all uH.

    Now, we prove that the function established in (3.12), is a merit function and this is the leading objective of our next results.

    Theorem 3.7. For all uH, we have

    Mρ(u)12ρRρ(u)2.

    In particular, we have Mρ(u)=0, if and only if uH is a solution of the absolute value variational inequality (2.1).

    Proof. By substituting u=PK[uρTuρB|u|],z=uρTuρB|u| and v=u in lemma 2.6, we obtain

    ρTu+ρB|u|+PK[uρTuρB|u|]u,uPK[uρTuρB|u|]0.

    Using (3.12) and lemma 3.2, we obtain

    0ρTu+ρB|u|(uPK[uρTuρB|u|]),uPK[uρTuρB|u|]=ρTu+ρB|u|Rρ(u),Rρ(u)=Tu+B|u|,Rρ(u)1ρRρ(u),Rρ(u)=Mρ(u)+12ρRρ(u)21ρRρ(u)2=Mρ(u)12ρRρ(u)2,

    which shows that

    Mρ(u)12ρRρ(u)2,

    which is the required result.

    It is clear from the above inequality that Mρ(u)0,uH. Also, if Mρ(u)=0, then from the above inequality, we obtain Rρ(u)=0. Hence, according to lemma 3.1, it is clear that uH solves the absolute value variational inequality (2.1). On the other hand, if uH is a solution of absolute value variational inequality (2.1), then by lemma 3.1, we have u=PK[uρTuρB|u|]. Therefore, from (3.12), we obtain, Mρ(u)=0, which was the required result.

    It is observed from Theorem 3.7 that Mρ(u) defined by (3.12), is a merit function for the absolute value variational inequality (2.1). We also notice that the regularized merit function is differentiable, if the operators T and B are differentiable. Now, we obtain the error bounds for the absolute value variational inequality if both the operators T and B are not Lipschitz continuous.

    Theorem 3.8. Let ˆuH be a solution of the absolute value variational inequality (2.1). Let the operators T and B be strongly monotone with the constants αT>0,αB>0, respectively. Then

    uˆu24ρρ(αT+αB)[Mρ(u)+1ρρTˆu+ρB|ˆu|2],uH.

    Proof. Let ˆuH be a solution of the absolute value variational inequality (2.1) and by taking v=u, we have

    ρTˆu+ρB|ˆu|,uˆu0,

    using lemma 3.1, we have

    Tˆu+B|ˆu|,uˆu14ρuˆu21ρTˆu+B|ˆu|2.

    Using (3.12) and strong monotonicity of the operators T and B, we have

    Mρ(u)=Tu+B|u|,uˆu]12ρuˆu2=TuTˆu+Tˆu+B|u|B|ˆu|+B|ˆu|,uˆu]12ρuˆu2=TuTˆu,uˆu]+B|u|B|ˆu|,uˆu]+Tˆu+B|ˆu|,uˆu12ρuˆu2αTuˆu2+αBuˆu2+Tˆu+B|ˆu|,uˆu12ρuˆu2(αT+αB12ρ)uˆu2+14ρuˆu21ρTˆu+B|ˆu|2=(αT+αB12ρ+14ρ)uˆu21ρTˆu+B|ˆu|2,

    which shows that

    uˆu24ρ4ρ(αT+αB)1[Mρ(u)+1ρρTˆu+ρB|ˆu|2],

    which is the required result. Now, we study one more merit function associated to the absolute value variational inequality. This merit function is the difference between two regularized merit functions associated with (2.1). Many authors used to study such type of merit functions to find the solution of variational inequalities and complementarity problems, see [2,3,38,39,40,41]. We define the D-merit function for absolute value variational inequality, which is the difference of regularized merit function defined by (3.12). We consider the following function

    Dρ,ζ(u)=Mρ(u)Mζ(u)=Tu+B|u|,uPK[uρTuρB|u|]12ρuPK[uρTuρB|u|]2Tu+B|u|,uPK[uζTuζB|u|]+12ζuPK[uζTuζB|u|]2=Tu+B|u|,Rρ(u)12ρRρ(u)2Tu+B|u|,Rζ(u)+12ζRζ(u)2=Tu+B|u|,Rρ(u)Rζ(u)12ρRρ(u)2+12ζRζ(u)2,uH. (3.13)

    It is clear from (3.13) that Dρ,ζ(u) is finite everywhere. We will now prove that Dρ,ζ(u) is in fact a merit function for the absolute value variational inequality which is the prime inspiration for the following result.

    Theorem 3.9. For all uH and ρζ, we have

    (ρζ)Rρ(u)22ρζDρ,ζ(u)(ρζ)Rρ(u)2Rζ(u)2.

    Particularly, Dρ,ζ(u)=0, if and only if uH is the solution of the absolute value variational inequality (2.1).

    Proof. Take u=PK[uρTuρB|u|],v=PK[uζTuζB|u| and z=uρTuρB|u| in lemma 2.6, to have

    PK[uρTuρB|u|]u+ρTu+ρB|u|,PK[uζTuζB|u|]PK[uρTuρB|u|]0,

    which shows that

    Tu+B|u|,Rρ(u)Rζ(u)1ρRρ(u),Rρ(u)Rζ(u). (3.14)

    From (3.13) and (3.14), we obtain

    Dρ,ζ(u)12ζRζ(u)212ρRρ(u)2+1ρRρ(u)21ρRρ(u),Rζ(u)=12(1ζ1ρ)Rζ(u)2+1ρRρ(u)212ρRρ(u)2+12ρRζ(u)21ρRρ(u),Rζ(u)=12(1ζ1ρ)Rζ(u)2+12ρRρ(u)2+12ρRζ(u)21ρRρ(u),Rζ(u)=12(1ζ1ρ)Rζ(u)2+12ρRζ(u)Rρ(u)212(1ζ1ρ)Rζ(u)2,

    which clearly shows that

    2ρζDρ,ζ(u)(ρζ)Rζ(u)2. (3.15)

    Similarly, by substituting u=PK[uζTuζB|u|],v=PK[uρTuρB|u|] and z=uζTuζB|u| in lemma 2.6, we obtain

    PK[uζTuζB|u|]u+ζTu+ζB|u|,PK[uρTuρB|u|]Pv[uζTuζB|u|]0,

    which shows that

    Tu+B|u|,Rρ(u)Rζ(u)1ζRζ(u),Rρ(u)Rζ(u). (3.16)

    From (3.13) and (3.16), we obtain

    Dρ,ζ(u)12ρRρ(u)2+12ζRζ(u)2+1ζRζ(u),Rρ(u)Rζ(u)=12ζRζ(u)212ρRρ(u)21ζRζ(u)2+1ζRζ(u),Rρ(u)=12(1ζ1ρ)Rρ(u)212ζRρ(u)212ζRζ(u)2+1ζRζ(u),Rρ(u)=12(1ζ1ρ)Rρ(u)212ζRρ(u)Rζ(u)212(1ζ1ρ)Rρ(u)2,

    which proves the left most inequality of the required result, that is,

    (ρζ)Rρ(u)22ρζDρ,ζ(u). (3.17)

    Combining (3.15) and (3.17), we obtain

    (ρζ)Rρ(u)22ρζDρ,ζ(u)(ρζ)Rζ(u)2,

    which is the required result.

    Theorem 3.10. Let ˆuH be a solution of the absolute value variational inequality (2.1). If the operators T and B are strongly monotone with constants αT>0 and αB>0, respectively then

    uˆu24ρζ4(αT+αB)3ζ+2ρ[Dρ,ζ(u)+1ρTˆu+B|ˆu|2],uH.

    Proof. Since ˆuH is a solution of the absolute value variational inequality (2.1) and by substituting v=u in (2.1), we obtain

    ρTˆu+ρB|ˆu|,uˆu0,

    using lemma 3.2, we obtain

    Tˆu+B|ˆu|,uˆu1ρTˆu+B|ˆu|214ρuˆu2. (3.18)

    From (3.13), using the strong monotonicity of the operators T and B with constants αT>0 and αB>0 respectively and (3.18), we obtain

    Dρ,ζ(u)=Tu+B|u|,Rρ(u)Rζ(u)12ρRρ(u)2+12ζRζ(u)2=Tu+B|u|,uˆu12ρuˆu2+12ζuˆu2=TuTˆu,uˆu+B|u|B|ˆu|,uˆu+Tˆu+B|ˆu|,uˆu12ρuˆu2+12ζuˆu2αTuˆu2+αBuˆu21ρTˆu+B|ˆu|214ρuˆu212ρuˆu2+12ζuˆu2=(αT+αB34ρ+12ζ)uˆu21ρTˆu+B|ˆu|2=4(αT+αB)3ζ+2ρ4ρζuˆu21ρTˆu+B|ˆu|2,

    which shows that

    uˆu24ρζ4(αT+αB)3ζ+2ρ[Dρ,ζ(u)+1ρTˆu+B|ˆu|2],

    the required result.

    In this paper, we have proposed and investigated various merit functions for a new type of variational inequalities, namely absolute value variational inequalities. These merit functions are utilized to obtain error bounds for the estimated solution of absolute value variational inequalities and the associated optimization problems. The results proved in this paper may be considered as primary contribution in this alluring domain. Interested researchers are urged to discover the uses of absolute value variational inequalities in a variety of pure and applied disciplines. The suggestions made in this paper may be used in further research work.

    Authors would like to thank the referees for their valuable and constructive comments.

    The authors declare that they have no competing interests.



    [1] Dixit R, Malaviya D, Pandiyan K, et al. (2015) Bioremediation of heavy metals from soil and aquatic environment: An overview of principles and criteria of fundamental processes. Sustainability 7: 2189–2212. https://doi.org/10.3390/su7022189 doi: 10.3390/su7022189
    [2] Bhatt P, Bhandari G, Bilal M (2022) Occurrence, toxicity impacts and mitigation of emerging micropollutants in the aquatic environments: Recent tendencies and perspectives. Journal of Environmental chemical engineering 2022: 10758. https://doi.org/10.1016/j.jece.2022.107598 doi: 10.1016/j.jece.2022.107598
    [3] Lin Z, Pang S, Zhou Z, et al. (2022) Novel pathway of acephate degradation by the microbial consortium ZQ01 and its potential for environmental bioremediation. Journal of Hazardous Materials 426: 127841. https://doi.org/10.1016/j.jhazmat.2021.127841 doi: 10.1016/j.jhazmat.2021.127841
    [4] Kang CH, Kwon YJ, So JS (2016) Bioremediation of heavy metals by using bacterial mixtures. Ecological Engineering 89: 64–69. https://doi.org/10.1016/j.ecoleng.2016.01.023 doi: 10.1016/j.ecoleng.2016.01.023
    [5] Singh N, Tuhina V, Rajeeva G (2013) Detoxification of hexavalent chromium by an indigenous facultative anaerobic Bacillus cereus strain isolated from tannery effluent. African Journal of Biotechnology 12: 1091–1103.
    [6] Fulekar MH, Sharma J, Tendulkar A (2012) Bioremediation of heavy metals using biostimulation in laboratory bioreactor. Environmental Monitoring and Assessment 184: 7299–7307. https://doi.org/10.1007/s10661-011-2499-3 doi: 10.1007/s10661-011-2499-3
    [7] Adiloğlu S (2018) Heavy metal removal with phytoremediation. Advances in bioremediation and phytoremediation 2018: 115–126. https://doi.org/10.5772/intechopen.70330 doi: 10.5772/intechopen.70330
    [8] Shrestha P, Belliturk K, Gorres JH (2019) Phytoremediation of heavy metal-contaminated soil by Switchgrass: A comparative study utilizing different composts and coir fibre on pollution remediation, plant productivity and nutrient leaching. International Journal of Environment Research and Public Health 16: 1261. https://doi.org/10.3390/ijerph16071261 doi: 10.3390/ijerph16071261
    [9] Abhinandan S, Subashchandrabose SR, Venkateshwarlu K, et al. (2018) Microalgae-bacteria biofilms: a sustainable synergistic approach in remediation of acid mine drainage. Applied Microbiology and Biotechnology 102: 1131–1144. https://doi.org/10.1007/s00253-017-8693-7 doi: 10.1007/s00253-017-8693-7
    [10] Lal S, Singhal A, Kumari P (2020) Exploring carbonaceous nanomaterials for arsenic and chromium removal from wastewater. Journal of Water Process Engineering 36; 101276. https://doi.org/10.1016/j.jwpe.2020.101276 doi: 10.1016/j.jwpe.2020.101276
    [11] Gireshsingh M, Mahindra C (2016) A study on the effects of different irrigation methods and Fertilizer regimes on groundnut (Arachis hypogea var. cabri). Scholars Journal of Agriculture and Veterinary Sciences 3: 9–19s.
    [12] Klindworth A, Pruesse E, Schweer T, et al. (2013) Evaluation of general 16S ribosomal RNA gene PCR primers for classical and next generation sequencing-based diverosity studies. Nucleic Acids Research 41: e1–e1. https://doi.org/10.1093/nar/gks808 doi: 10.1093/nar/gks808
    [13] Rowell DL (1993) Soil science; Methods and applications. Routledge, 1.
    [14] Gupta P, Diwan B (2017) Bacterial exopolysaccharide mediated heavy metal removal: A review on biosynthesis, mechanism and remediation strategies. Biotechnology Reports 13: 58–71. https://doi.org/10.1016/j.btre.2016.12.006 doi: 10.1016/j.btre.2016.12.006
    [15] Pang S, Lin Z, Li J, et al. (2022) Microbial degradation of Aldrin and Dieldrin: Mechanisms and Biochemical pathways. Frontiers in Microbiology 13: 713375. https://doi.org/10.3389/fmicb.2022.713375 doi: 10.3389/fmicb.2022.713375
    [16] Rajapaksha MCP, Tobor-Kapłon MA, Bååth E (2004) Metal toxicity affects fungal and bacterial activities in soil differently. Applied and Environmental Microbiology Journal 70: 2966–2973. https://doi.org/10.1128/AEM.70.5.2966-2973.2004 doi: 10.1128/AEM.70.5.2966-2973.2004
    [17] Christensen BT (2001) Physical fractionation of soil and structural and functional complexity in organic matter turnover. European Journal of Soil Science 52: 345–353. https://doi.org/10.1046/j.1365-2389.2001.00417.x doi: 10.1046/j.1365-2389.2001.00417.x
    [18] Hemkemeyer M, Christensen BT, Martens R, et al. (2015) Soil particle size fractions harbour distinct microbial communities and differ in potential for microbial mineralisation of organic pollutants. Soil Biology and Biochemistry 90: 255–265. https://doi.org/10.1016/j.soilbio.2015.08.018 doi: 10.1016/j.soilbio.2015.08.018
    [19] Chirakkara RA, Cameselle C, Reddy KR (2016) Assessing the applicability of phytoremediation of soils with mixed organic and heavy metal contaminants. Reviews in Environmental Science and. Biotechnology 15: 299–326. https://doi.org/10.1007/s11157-016-9391-0 doi: 10.1007/s11157-016-9391-0
    [20] Ullah A, Heng S, Munis MFH, et al. (2015) Phytoremediation of heavy metals assisted by plant growth promoting (PGP) bacteria: a review. Environmental and Experimental Botany 117: 28–40. https://doi.org/10.1016/j.envexpbot.2015.05.001 doi: 10.1016/j.envexpbot.2015.05.001
    [21] Ramirez-Diaz MI, Diaz-Perez C, Vargas E, et al. (2008) Mechanisms of bacterial resistance to chromium compounds. Biometals 21: 321–332. https://doi.org/10.1007/s10534-007-9121-8 doi: 10.1007/s10534-007-9121-8
    [22] Learman DR, Ahmad Z, Brookshier A, et al. (2019) Comparative Genomics of 16 Microbacterium Spp. That Tolerate Multiple Heavy Metals and Antibiotics. PeerJ 6: e6258. https://doi.org/10.7717/peerj.6258 doi: 10.7717/peerj.6258
    [23] Park CH, Keyhan M, Wielinga B, et al. (2000) Purification to homogeneity and characterization of a novel Pseudomonas putida chromate reductase. Applied and Environmental Microbiology Journal 66: 1788–1795. https://doi.org/10.1128/ aem.66.5.1788-1795.2000 doi: 10.1128/aem.66.5.1788-1795.2000
    [24] Kermani AJN, Ghasemi MF, Khosravan A, et al. (2010) Cadmium bioremediation by metal-resistant mutated bacteria isolated from active sludge of industrial effluent. Iran Journal of Environmental Health Science & Engineering 7: 279–286.
    [25] ATSDR: Agency for Toxic Substances and Diesease Registry (2008) Enviromental Health and medicine Education, Available at: Cadmium Toxicity: What is Cadmium? Environmental Medicine ATSDR (cdc.gov).
    [26] Argüello JM, Raimunda D, Padilla-Benavides T (2013) Mechanisms of copper homeostasis in bacteria. Frontiers in cellular and infection microbiology 3: 73. https://doi.org/10.3389/fcimb.2013.00073 doi: 10.3389/fcimb.2013.00073
    [27] Cornu JY, Huguenot D, Jézéquel K, et al. (2017) Bioremediation of copper-contaminated soils by bacteria. World Journal of Microbiology and Biotechnology 33: 1–9. https://doi.org/10.1007/s11274-016-2191-4 doi: 10.1007/s11274-016-2191-4
    [28] Tebo BM, Johnson HA, McCarthy JK et al. (2005) Geomicrobiology of manganese(Ⅱ) oxidation. Trends in Microbiology 13: 421–428.
    [29] Learman DR, Wankel SD, Webb SM, et al. (2011) Coupled biotic–abiotic Mn(Ⅱ) oxidation pathway mediates the formation and structural evolution of biogenic Mn oxides. Geochimica et Cosmochimica Acta 75: 6048–6063. https://doi.org/10.1016/j.gca.2011.07.026 doi: 10.1016/j.gca.2011.07.026
    [30] Chen J, Li N, Han S, et al. (2020) Characterization and bioremediation potential of nickel-resistant endophytic bacteria isolated from the wetland plant Tamarix chinensis. FEMS Microbiology Letters 367: fnaa098. https://doi.org/10.1093/femsle/fnaa098 doi: 10.1093/femsle/fnaa098
    [31] Fan W, Jia Y, Li X, et al. (2012) Phytoavailability and geospeciation of cadmium in contaminated soil remediated by Rhodobacter sphaeroides. Chemosphere 88: 751–756. https://doi.org/10.1016/j.chemosphere.2012.04.047 doi: 10.1016/j.chemosphere.2012.04.047
    [32] Li X, Peng W, Jia Y, et al. (2016) Bioremediation of lead contaminated soil with Rhodobacter sphaeroides. Chemosphere 156: 228–235. https://doi.org/10.1016/j.chemosphere.2016.04.098 doi: 10.1016/j.chemosphere.2016.04.098
    [33] Capdevila DA, Wang J, Giedroc DP (2016) Bacterial Strategies to Maintain Zinc Metallostasis at the Host-Pathogen Interface. The Journal of biological chemistry 291: 20858–20868. https://doi.org/10.1074/jbc.R116.742023 doi: 10.1074/jbc.R116.742023
    [34] Tavarez M, Macri A, Sankaran RP (2015) Cadmium and zinc partitioning and accumulation during grain filling in two near isogenic lines of durum wheat. Plant Physiol. Bioch 97: 461–469. https://doi.org/10.1074/jbc.R116.742023 doi: 10.1074/jbc.R116.742023
    [35] Santos CL (2009) Acúmulo de toxidez de manganês em macrófitas aquáticas flutuantes livres. Universidade Federal de Viçosa.
    [36] Evanko CR, Dzombak DA (1997) Remediation of metals-contaminated soil and groundwater. Ground-water remediation technologies analysis center, Pittsburgh, PA, USA, 1–45.
    [37] Garbisu C, Alkorta I (2001) Phytoextraction: A cost-effective plant-based technology for the removal of metals from the environment. Bioresource Technology 77: 229–236. https://doi.org/10.1016/S0960-8524(00)00108-5 doi: 10.1016/S0960-8524(00)00108-5
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