Loading [MathJax]/extensions/TeX/mathchoice.js
Review

Geochemistry of mercury in soils and water sediments

  • Our paper reviews the current understanding of mercury in the environment of soil and sediment, including sampling, mobilization phases and analyzing methods. As a dangerous trace element, mercury has been shown to have several harmful effects on the environment. Mercury is released into the environment in a variety of chemical forms by both geogenic and human activities, with the majority of it coming from anthropogenic sources. It is affected by environmental conditions such as pH, redox potential, light and temperature-all of which determine its final chemical form-reactivity and toxicity. Methylmercury is considered one of the most poisonous forms found in nature. Considering the methodologies of the studies carried out we have found that the best technique for preserving methylmercury in soil and sediment samples is to freeze it immediately after collection. Organically rich soils are related to higher total mercury levels. Plants, such as Solanum nigrum (BR3) and Cynodon dactylon (BR2), can play an important role in mercury transport and accumulation. Solid-phase selenium causes faster demethylation and slower methylation of mercury. Methylmercury can increase by climate change and thawing; arctic permafrost is a potential source of Hg. Chemical vapor generation inductively coupled plasma mass spectrometry was used to develop a simple and quick method for measuring methylmercury; ultrasonic agitation and HNO3 were used for the process, the last of which proved to be the most efficient for selective extraction of methylmercury.

    Citation: Gytautas Ignatavičius, Murat H. Unsal, Peter E. Busher, Stanisław Wołkowicz, Jonas Satkūnas, Giedrė Šulijienė, Vaidotas Valskys. Geochemistry of mercury in soils and water sediments[J]. AIMS Environmental Science, 2022, 9(3): 277-297. doi: 10.3934/environsci.2022019

    Related Papers:

    [1] Manal Alqhtani, Khaled M. Saad . Numerical solutions of space-fractional diffusion equations via the exponential decay kernel. AIMS Mathematics, 2022, 7(4): 6535-6549. doi: 10.3934/math.2022364
    [2] Khalid K. Ali, Mohamed A. Abd El Salam, Mohamed S. Mohamed . Chebyshev fifth-kind series approximation for generalized space fractional partial differential equations. AIMS Mathematics, 2022, 7(5): 7759-7780. doi: 10.3934/math.2022436
    [3] Sunyoung Bu . A collocation methods based on the quadratic quadrature technique for fractional differential equations. AIMS Mathematics, 2022, 7(1): 804-820. doi: 10.3934/math.2022048
    [4] K. Ali Khalid, Aiman Mukheimer, A. Younis Jihad, Mohamed A. Abd El Salam, Hassen Aydi . Spectral collocation approach with shifted Chebyshev sixth-kind series approximation for generalized space fractional partial differential equations. AIMS Mathematics, 2022, 7(5): 8622-8644. doi: 10.3934/math.2022482
    [5] Jin Li . Barycentric rational collocation method for semi-infinite domain problems. AIMS Mathematics, 2023, 8(4): 8756-8771. doi: 10.3934/math.2023439
    [6] Waleed Mohamed Abd-Elhameed, Youssri Hassan Youssri . Spectral tau solution of the linearized time-fractional KdV-Type equations. AIMS Mathematics, 2022, 7(8): 15138-15158. doi: 10.3934/math.2022830
    [7] Zahra Pirouzeh, Mohammad Hadi Noori Skandari, Kamele Nassiri Pirbazari, Stanford Shateyi . A pseudo-spectral approach for optimal control problems of variable-order fractional integro-differential equations. AIMS Mathematics, 2024, 9(9): 23692-23710. doi: 10.3934/math.20241151
    [8] Jiankang Wang, Zhefeng Xu, Minmin Jia . Distribution of values of Hardy sums over Chebyshev polynomials. AIMS Mathematics, 2024, 9(2): 3788-3797. doi: 10.3934/math.2024186
    [9] Hassanein Falah, Parviz Darania, Saeed Pishbin . Study of numerical treatment of functional first-kind Volterra integral equations. AIMS Mathematics, 2024, 9(7): 17414-17429. doi: 10.3934/math.2024846
    [10] Waleed Mohamed Abd-Elhameed, Hany Mostafa Ahmed . Spectral solutions for the time-fractional heat differential equation through a novel unified sequence of Chebyshev polynomials. AIMS Mathematics, 2024, 9(1): 2137-2166. doi: 10.3934/math.2024107
  • Our paper reviews the current understanding of mercury in the environment of soil and sediment, including sampling, mobilization phases and analyzing methods. As a dangerous trace element, mercury has been shown to have several harmful effects on the environment. Mercury is released into the environment in a variety of chemical forms by both geogenic and human activities, with the majority of it coming from anthropogenic sources. It is affected by environmental conditions such as pH, redox potential, light and temperature-all of which determine its final chemical form-reactivity and toxicity. Methylmercury is considered one of the most poisonous forms found in nature. Considering the methodologies of the studies carried out we have found that the best technique for preserving methylmercury in soil and sediment samples is to freeze it immediately after collection. Organically rich soils are related to higher total mercury levels. Plants, such as Solanum nigrum (BR3) and Cynodon dactylon (BR2), can play an important role in mercury transport and accumulation. Solid-phase selenium causes faster demethylation and slower methylation of mercury. Methylmercury can increase by climate change and thawing; arctic permafrost is a potential source of Hg. Chemical vapor generation inductively coupled plasma mass spectrometry was used to develop a simple and quick method for measuring methylmercury; ultrasonic agitation and HNO3 were used for the process, the last of which proved to be the most efficient for selective extraction of methylmercury.



    Several branches of mathematics and engineering use Chebyshev polynomials (CPs), a famous class of orthogonal polynomials. In approximation theory, CPs are often used to represent and estimate functions precisely. They are ideal for giving highly accurate approximations because of their remarkable ability to minimize the greatest error. Filters with customized frequency responses are designed using CPs in signal processing. CPs also arise in other branches, such as mathematical physics, control theory, and mechanics; see [1,2]. In numerical analysis, the different kinds of CPs approximate solutions of different differential equations (DEs). Among the various kinds of CPs, four kinds are recognized as special Jacobi polynomials (see, for example, [3,4,5,6]). Various applications have introduced and utilized other types of CPs. Masjed-Jamei, in [7], introduced other CPs that differ from the first four kinds. This motivated him to call them the fifth and sixth kinds of CPs. In several applications, they were used; see, for example, [8,9,10]. Recently, the authors of [11] introduced other CPs and employed them to solve the nonlinear time-fractional generalized Kawahara equation.

    Spectral methods, which are numerical approaches, are frequently employed to address partial differential equations (PDEs). The core concept of these methods is based on choosing two groups of trial and test functions; see [12,13,14,15]. In the Galerkin method, the two sets coincide; see [16,17,18]. In tau and collocation methods, we have more freedom to choose basis functions, for example; see [19,20,21,22,23]. The collocation method is advantageous due to its easy implementation; see, for example, [24,25,26,27].

    Nonlinear equations are fundamental in many branches of mathematics, physics, and engineering because of the wide variety of phenomena they explain. The solutions to these equations are more difficult than the linear ones. Engineering encounters nonlinear equations in many areas, such as structural analysis, control systems, and electrical circuits. Since most nonlinear equations do not have known analytical solutions, numerical approaches are necessary. One of the most significant nonlinear equations is the FitzHugh–Nagumo (FH–N) equation, which predicts the propagation of nerve impulses. FitzHugh [28] and Nagumo [29] developed this equation. This equation has long piqued the attention of mathematicians and theoretical biologists; see [30]. Many numerical approaches have been followed to find analytical and numerical solutions to the FH–N problem. For instance, the authors of [31] used the cubic B-spline method with a finite one-step hybrid block approach to treat these equations. In addition, the authors of [32] also used a block method and a finite-difference scheme to treat them. The authors of [33] proposed analytical and numerical solutions to the FH–N equation. The authors of [34] found a few analytic solutions to the FH–N equation. The problem was solved using the Jacobi–Gauss–Lobatto collocation technique in [35]. In [36], a pseudospectral approach was used. In [37], a spline approach was followed. The finite difference method was used in [38]. A hybrid block method was used in [39].

    This article aims to introduce special polynomials derived from the generalized Gegenbauer polynomials. We can categorize these polynomials as CPs because they connect to the existing forms of CPs through simple linear combinations. We present the essential characteristics and some significant formulas of these polynomials. Moreover, we solve the FH–N problem using the collocation method. We utilize the introduced CPs as basis functions. These polynomials are used for the first time, to the best of our knowledge. This motivated us to introduce and utilize them. The significance of the paper can be listed in the following items:

    ● Introducing Chebsyhev polynomials that are related to the well-known ones;

    ● Establishing some fundamental formulas of these polynomials, such as their power form and inversion formulas;

    ● Developing the operational matrices for the shifted Chebyshev polynomials;

    ● Designing a numerical algorithm based on the collocation method to solve the FH–N equation.

    This article is structured with the following components: Section 2 discusses the generalized ultraspherical polynomials. In Section 3, new CPs are introduced alongside novel formulas for these polynomials. Section 4 analyzes a collocation method used to solve the FH–N problem. Error analysis is investigated in Section 5. Various examples to demonstrate the proposed scheme can be found in Section 6. Finally, conclusions are presented in Section 7.

    In this section, an account of the generalized Gegenbauer polynomials is given. Some useful formulas for these polynomials will also be presented.

    The generalized Gegenbauer polynomials {G(ζ,θ)n(x)}n0 are orthogonal polynomials on [1,1] with respect to w(x)=(1x2)ζ12|x|2θ. These polynomials can be defined as [40,41]

    G(ζ,θ)n(x)={(ζ+θ)n2(θ+12)n2P(ζ12,θ12)n2(2x21),if n is even,(ζ+θ)n+12(θ+12)n+12xP(ζ12,θ+12)n12(2x21),if n is odd, (2.1)

    where (x)m=Γ(x+m)Γ(x) is the Pochhammer symbol and {P(ζ,θ)n(x)}n0 are the classical Jacobi polynomials. On [1,1], the polynomials G(ζ,θ)n(x) are orthogonal according to [41]. We have

    11w(x)G(ζ,θ)n(x)G(ζ,θ)m(x)dx={hζ,θn,nm,0,n=m, (2.2)

    where hζ,θn is given by

    hζ,θn=(Γ(θ+12))2(n+ζ+θ)(Γ(ζ+θ))2{Γ(ζ+n+12)Γ(n2+ζ+θ)(n2)!Γ(1+n2+θ),n even,Γ(n2+ζ)Γ(n2+ζ+θ+12)(n12)!Γ(n2+θ+1),n odd. (2.3)

    Remark 2.1. The standard Gegenbauer (ultraspherical) polynomials can be deduced from the generalized Gegenbauer polynomials. More definitely, we have

    C(ζ)n(x)=G(ζ,0)n(x),

    where {C(ζ)n(x)}n0 are the Gegenbauer polynomials.

    Remark 2.2. It is worth noting that many important classes of G(ζ,θ)n(x), were previously investigated. More definitely, the fifth, sixth, seventh, and eighth kinds of CPs, denoted, respectively, by Xn(x),Yn(x),Cn(x) and Zn(x), are given as

    Xn(x)=G(0,1)n(x),Yn(x)=G(1,1)n(x),Cn(x)=G(0,2)n(x),Zn(x)=G(1,2)n(x).

    Now we will introduce a certain kind of CPs, Nk(x), k0, which is considered a special case of G(ζ,θ)n(x) after putting ζ=2,θ=1. Therefore, from (2.1), these polynomials can be defined as:

    Nk(x)={(3)k2(32)k2P(32,12)k2(2x21),if k is even;x(3)k+12(32)k+12P(32,32)k12(2x21),if k is odd. (3.1)

    Remark 3.1. We comment on our choices for the parameters ζ=2,θ=1 for the following reasons:

    The generalized polynomials G(ζ,θ)n(x) depend on two parameters, requiring extensive research to derive theoretical formulas for their application in solving different differential equations. The specific choice of parameters helps simplify the computations for some formulas.

    Previous studies have considered specific values of the two parameters of G(ζ,θ)n(x). For instance, in [7], the author introduced the fifth and sixth kinds of CPs by selecting specific parameters. In this paper, we investigate the practical and theoretical implications of choosing ζ=2 and θ=1.

    To our knowledge, this specific choice has not been investigated, making it a new contribution to the literature.

    The choice of ζ=2 and θ=1, also enables us to investigate the analysis of the errors resulting from the approximation.

    We anticipate that additional theoretical formulas for these polynomials, such as their linearization formulas, will be helpful in other applications.

    The first few instances of Nk(x) are as follows:

    N0(x)=1,N1(x)=2x,N2(x)=8x23,N3(x)=16x38x.

    From (2.2), it is easy to see that the orthogonality relation of Nk(x) takes the following form:

    11x2(1x2)3/2Nn(x)Nm(x)dx=hn, (3.2)

    where

    hn=π128{(n+2)(n+4),if n=m,n even,(n+1)(n+5),if n=m,n odd,0,if nm. (3.3)

    Lemma 3.1. Let j be a positive integer. The polynomials Nj(x) can be expressed as

    Nj(x)=j2r=0(1)r(3)jrr!(j2r)!(32)r+1+j2xj2r. (3.4)

    Proof. Formula (3.4) can be split into the following two formulas:

    N2(x)=m=0(1)m(3)2m(m)!m!(32)mx22m, (3.5)
    N2+1(x)=m=0(1)m(3)2m+1(m)!m!(32)m+1x22m+1. (3.6)

    Thus, we show (3.5) and (3.6). If we note the following expression for the Jacobi polynomials [42]:

    P(μ,ν)m(y)=(1)m(ν+1)mm! 2F1(m,m+μ+ν+1ν+1|1+y2), (3.7)

    then, the form in (3.1) implies that N2(x) and N2+1(x) can be, respectively, expressed as

    N2(x)=(3)(32)P(32,12)(2x21), (3.8)
    N2+1(x)=(3)+1(32)+1xP(32,32)(2x21), (3.9)

    which yield the following two hypergeometric expressions:

    N2(x)=12(1)(+1)(+2)2F1(,+332|x2), (3.10)
    N2+1(x)=13(1)(+1)3x 2F1(,+452|x2). (3.11)

    By expanding the two hypergeometric functions 2F1(z) in (3.10) and (3.11) as two finite series and performing some computations, formulas (3.5), and (3.6) can be obtained.

    Lemma 3.2. Let j be a positive integer. The inversion formula of Nj(x) is given as follows:

    xj=j2r=0(j2r+3)j2!(32)j+12r!(3)jr+1Nj2r(x). (3.12)

    Proof. The inversion formula (3.12) can be split into

    x2j=j!(32)jjr=03+2j2rr!(3)2jr+1N2j2r(x), (3.13)
    x2j+1=2j!(32)j+1jr=02+jrr!(3)2jr+2N2j2r+1(x), (3.14)

    which can be proved following similar procedures to those given for the fifth kind of CPs in [43].

    Theorem 3.1. The k-th derivative: dkNs(x)dxk may be expanded as

    dkNs(x)dxk=sk2L=0GkL,sNsk2L(x), sk, (3.15)

    where

    GkL,s=2k× {(1+sk)(3+s2Lk)(s+2)!(s+1)!L!(sLk+3)! 4F3(L,12s2,12s2+k2,3s+L+k2s,12s2,12s2+k2|1),s even,k even,(1s+k)(3s+2L+k)(s+1)!L!(sLk+3)! 4F3(L,1s2,12s2+k2,3s+L+k2s,s2,12s2+k2|1),s odd,k odd,(2s+k)(3s+2L+k)(s+1)!L!(sLk+3)! 4F3(L,1s2,s2+k2,3s+L+k2s,s2,1s2+k2|1),s odd,k even,(2+sk)(3+s2Lk)(s+2)!(1+s)L!(sLk+3)! 4F3(L,12s2,s2+k2,3s+L+k2s,12s2,1s2+k2|1),s even,k odd. (3.16)

    Proof. Formula (3.15) may be divided into the following four equations:

    D2kN2s(x)=4k(1+2s2k)(2s+2)!2s+1skL=03+2s2L2kL!(2sL2k+3)!× 4F3(L,12s,12s+k,32s+L+2k22s,12s,12s+k|1)N2s2L2k(x), (3.17)
    D2k+1N2s+1(x)=21+2k(2s+2)!skL=0(12s+2k)(32s+2L+2k)L!(2sL2k+3)!×4F3(L,32s,12s+k,32s+L+2k32s,12s,12s+k|1)N2s2L2k(x), (3.18)
    D2kN2s+1(x)=21+2k(32s+2k)(2s+2)!skL=02s+L+kL!(2sL2k+4)!×4F3(L,32s,12s+k,42s+L+2k32s,12s,32s+k|1)N2s2L2k+1(x), (3.19)
    D2k+1N2s(x)=41+k(12s+2k)(2s+2)!1+2sskL=01s+L+kL!(2sL2k+2)!×4F3(L,12s,12s+k,22s+L+2k22s,12s,12s+k|1)N2s2L2k1(x). (3.20)

    The above four formulae have analogous proofs. We prove (3.18). Using formula (3.6), we can write

    D2k+1N2s+1(x)=sr=0(1)r22(sr)(2sr+3)!(3+2s2r)r!(2s2k2r)!x2s2r2k.

    The utilization of (3.13) converts the last formula into

    D2k+1N2s+1(x)=sr=0(1)1+r4k(3+2sr)!(32s+2r)(2s2k2r)!r!×srkL=0(3+2s2L2k2r)(2s2k2r+1)!L!(3)1+2sL2k2rN2s2L2k2r(x), (3.21)

    which can be rewritten as

    D2k+1N2s+1(x)=4kskL=0(3+2s2L2k)×Lp=0(1)p+1(12s+2p+2k)(2sp+3)!(32+sp)p!(Lp)!(2sLp2k+3)!N2s2L2k(x). (3.22)

    That last formula can be written as in (3.18).

    Remark 3.2. It is now more beneficial for us to reformulate Theorem 3.1 as follows:

    Theorem 3.2. The k-th derivative: dkNs(x)dxk may be expanded as

    dkNs(x)dxk=sk2L=0ϑL,s,kBkL,sNL(x), sk, (3.23)

    where

    ϑL,s,k={1,(skL), even,0,otherwise,

    and

    BkL,s=GkskL2,s, (3.24)

    and GkL,s is as given in (3.16).

    Now we define the shifted CPs Nk(x) on [0,1], which are given by

    Nk(x)=Nk(2x1). (3.25)

    From (3.2), and (3.3), it can be shown that {Nk(x)}n0 are orthogonal on [0,1] such that

    10Nn(x)Nm(x)w(x)dx=116hn, (3.26)

    where w(x)=(12x)2(x(1x))3/2 and hn is given in (3.3).

    Theorem 3.3. The kth-derivative of Nj(x) may be written as

    dkNj(x)dxk=jk2L=0˜BkL,jNL(x),jk, (3.27)

    with

    ˜BkL,j=2kBkL,j,

    where BkL,j is given in (3.24).

    Proof. Substituting (2x1) for x in Theorem 3.2 results in (3.27).

    Within this section, we will examine the following FH–N equation [37]:

    zt=zxxz(az)(1z),0<a1, (4.1)

    which is constrained by the following initial and boundary conditions:

    z(x,0)=a0(x),0<x1,z(0,t)=a1(t),z(1,t)=a2(t),0<t1, (4.2)

    where a0(x),a1(t) and a2(t) are given functions. Define

    (Ω)=span{Ni(x)Nj(t):i,j=0,1,,M}, (4.3)

    where Ω=(0,1]2. Then, any function zM(x,t)(Ω) may be written as

    zM(x,t)=Mi=0Mj=0cijNi(x)Nj(t)=N(x)CNT(t), (4.4)

    where N(x)=[N0(x),N1(x),,NM(x)] and C=(cij)0i,jM is the matrix of unknowns with the order (M+1)2.

    Now we analyze a collocation algorithm for solving (4.1) governed by (4.2). This algorithm utilizes the operational matrices of the derivatives of Nk(x). These two formulas follow directly from Theorem 3.3.

    Corollary 4.1. Consider the vector N(x)=[N0(x),N1(x),,NM(x)]. Theorem 3.3 enables us to write the first and second derivatives of Ns(x) in matrix form as

    dN(x)dx=QN(x)T,d2N(x)dx2=MN(x)T, (4.5)

    where Q=(˜B1L,s) and M=(˜B2L,s) are the operational matrices of derivatives given by

    Q=(0000˜B11,0000˜B12,0˜B12,100˜B1M,0˜B1M,1˜B1M,M10),
    M=(0000000000B22,00000˜B23,0˜B23,1000˜B2M,0˜B2M,1˜B2M,M200).

    Now, by using Eq (4.4), we can represent the residual R(x,t) of Eq (4.1) as

    R(x,t)=zMt(x,t)zMxx(x,t)+azM(x,t)+(zM(x,t))3(a+1)(zM(x,t))2. (4.6)

    Applying Corollary 4.1 enables us to represent the residual R(x,t) in (4.6) in the following matrix form:

    R(x,t)=N(x)C(QNT(t))TMNT(x)CNT(t)+aN(x)CNT(t)+(N(x)CNT(t))3(a+1)(N(x)CNT(t))2. (4.7)

    Remark 4.1. Nr(0) and Nr(1) can be deduced to give the following relations:

    Nr(0)={18(1)r/2(r+2)(r+4),ifriseven,0,ifrisodd,Nr(1)=124{(r+2)(r+3)(r+4),ifriseven,(r+1)(r+3)(r+5),ifrisodd. (4.8)

    By using the spectral collocation approach and causing the residual R(x,t) to be zero at certain collocation points (xi,tj), we may get the expansion coefficients cij.

    R(xr,ts)=0,r=1,2,3,,M1,s=1,2,3,,M. (4.9)

    Moreover, the conditions in (4.2) lead to

    N(xr)CNT(0)=a0(xr),r=1,2,3,,M+1,N(0)CNT(ts)=a1(ts),s=1,2,3,,M,N(1)CNT(ts)=a2(ts),s=1,2,3,,M, (4.10)

    where {(xr,ts):r,s=1,2,3,,M+1} are the first distinct roots of Nr(x), and Ns(t), respectively. Hence, Newton's iterative approach may be used to solve the (M+1)2 nonlinear system in (4.9)-(4.10).

    Here, we comprehensively examine the suggested polynomial expansion's error analysis corresponding to the one-dimensional (1-D), and two-dimensional (2-D) CP-weighted Sobolev spaces. Four theorems will be formulated and shown.

    ● For the truncation error variable t, the first theorem provides error estimation for the kth-derivative in 1-D CP-weighted Sobolev space.

    ● For the truncation error variable x, the second theorem provides error estimation for the pth-derivative in two-dimensional (2-D) CP-weighted Sobolev space.

    ● For the truncation error variable t, the third theorem provides error estimation for the qth- derivative in 2-D CP-weighted Sobolev space.

    ● The last theorem shows that RM(x,t)L2ω(x,t), for a sufficiently large M, will be small enough.

    Assume that the following CPs-weighted Sobolev space:

    Hmw(t)(I)={u:DktuL2w(t)(I),0km}, (5.1)

    where I=(0,1] with the inner product, norm, and semi-norm, which are, respectively,

    (u,v)Hmw(t)=mk=0(Dktu,Dktv)L2w(t),||u||2Hmw(t)=(u,u)Hmw(t),|u|Hmw(t)=||Dmtu||L2w(t), (5.2)

    where mN.

    Lemma 5.1. As in [44], for n1, n+r>1, and n+s>1, where r,s, are any constants, we have

    Γ(n+r)Γ(n+s)or,snnrs, (5.3)

    where

    or,sn=exp(rs2(n+s1)+112(n+r1)+(rs)2n). (5.4)

    Theorem 5.1. Let ˉχ(t)=Mj=0ˆχjNj(t) be the approximate solution of χ(t)Hα,mw(t)(I). Then for 0kmM+1, we get

    ||Dkt(χ(t)ˆχ(t))||L2w(t)M14(mk)|χ(t)|2Hmw(t), (5.5)

    where AB indicates the existence of a constant ν such that AνB.

    Proof. The definitions of χ(t) and ˆχ(t) allow us to have

    ||Dkt(χ(t)ˆχ(t))||2L2w(t)=n=M+1|ˆχn|2||DktNn(t)||2L2w(t)=n=M+1|ˆχn|2||DktNn(t)||2L2w(t)||DmtNn(t)||2L2w(t)||DmtNn(t)||2L2w(t)||DktNM+1(t)||2L2w(t)||DmtNM+1(t)||2L2w(t)|χ(t)|2Hmw(t). (5.6)

    To estimate the factor ||DktNM+1(t)||2L2w(t)||DmtNM+1(t)||2L2w(t), we first find ||DktNM+1(t)||2L2w(t) as follows:

    ||DktNM+1(t)||2L2w(t)=10DktNM+1(t)DktNM+1(t)w(t)dt. (5.7)

    If we make use of Eq (3.4), and the relation: (2\, t-1)^j = \sum\nolimits_{k = 0}^j\, (-1)^{j-k}\, \binom{j}{k}\, (2\, t)^k, followed by expanding, rearranging, and collecting the similar terms, then the following formula can be obtained:

    \begin{equation} \mathcal{N}^*_{j}(t) = \sum\limits_{r = 0}^{j }\lambda_{r,j} \, t^{r}, \end{equation} (5.8)

    where

    \begin{equation} \lambda_{r,j} = \sum\limits_{m = 0}^j \frac{2^r (-1)^{\frac{2\,r-3\,m+j}{2}} \, a_{j+m}\, \binom{m}{r}\, (3)_{\frac{j+m}{2}}}{\frac{j-m}{2}! \left(\frac{3}{2}\right)_{\frac{m-j}{2}+\left\lfloor \frac{j+1}{2}\right\rfloor } \Gamma \left(\frac{1}{2} (-j+m+2)+\left\lfloor \frac{j}{2}\right\rfloor \right)}, \end{equation} (5.9)

    and

    \begin{equation} a_{j} = \begin{cases} 1, & \mbox{if }\ j\ \ \mbox{is even}, \\ 0, & \mbox{otherwise}. \end{cases} \end{equation} (5.10)

    By applying D_{t}^{k} to Eq (5.8), one gets

    \begin{equation} \begin{split} D_{t}^{k}\,\mathcal{N}^*_{\mathcal{M}+1}(t) = \sum\limits_{r = k}^{\mathcal{M}+1} \lambda_{r,\mathcal{M}+1} \frac{r!}{(r-k)!}\,t^{r-k}. \end{split} \end{equation} (5.11)

    Accordingly, we have

    \begin{equation} \begin{split} ||D_{t}^{k}\,\mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}} & = \sum\limits_{r = k}^{\mathcal{M}+1} \lambda^{2}_{r,\mathcal{M}+1} \frac{(r!)^2}{((r-k)!)^{2}}\,\int_{0}^{1}(2\,t-1)^{2}\,t^{\frac{3}{2}+2\,r-2\,k} (1-t)^{\frac{3}{2}}\, dt\\& = \sum\limits_{r = k}^{\mathcal{M}+1} \lambda^{2}_{r,\mathcal{M}+1} \frac{(r!)^2}{((r-k)!)^{2}}\,\int_{0}^{1}\left(t^{-2\, k+2\, r+\frac{3}{2}}-4 t^{-2\, k+2\, r+\frac{5}{2}}+4 t^{-2\, k+2\, r+\frac{7}{2}}\right) (1-t)^{\frac{3}{2}}\, dt\\& = \sum\limits_{r = k}^{\mathcal{M}+1} \frac{3 \sqrt{\pi }\,\lambda^{2}_{r,\mathcal{M}+1}}{4} \left(\frac{\Gamma(r+1)}{\Gamma(r-k+1)}\right)^{2}\,\left( \frac{\Gamma(-2\, k+2\, r+\frac{5}{2})}{\Gamma(-2\, k+2\, r+5)}\right.\\&\left. \quad \quad \quad \quad \quad \quad \quad \quad \quad-\frac{4\,\Gamma(-2\, k+2\, r+\frac{7}{2})}{\Gamma(-2\, k+2\, r+6)}+\frac{4\,\Gamma(-2\, k+2\, r+\frac{9}{2})}{\Gamma(-2\, k+2\, r+7)} \right). \end{split} \end{equation} (5.12)

    The application of the Stirling formula enables one to obtain the following inequalities:

    \begin{equation} \begin{split} &\frac{\Gamma(r+1)}{\Gamma(r-k+1)}\lesssim r^{k},\\& \frac{\Gamma(-2\, k+2\, r+\frac{5}{2})}{\Gamma(-2\, k+2\, r+5)}\lesssim (r-k)^{-\frac{5}{2}},\\& \frac{4\,\Gamma(-2\, k+2\, r+\frac{7}{2})}{\Gamma(-2\, k+2\, r+6)}\lesssim (r-k)^{-\frac{5}{2}},\\& \frac{4\,\Gamma(-2\, k+2\, r+\frac{9}{2})}{\Gamma(-2\, k+2\, r+7)}\lesssim (r-k)^{-\frac{5}{2}}. \end{split} \end{equation} (5.13)

    By virtue of the Stirling formula and Lemma 5.1, ||D_{t}^{k}\, \mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}} can be written as

    \begin{equation} \begin{split} ||D_{t}^{k}\,\mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}}\lesssim & \,{\lambda}^*\,(\mathcal{M}+1)^{2\,k}\,(\mathcal{M}-k+1)^{-\frac{5}{2}}\,\sum\limits_{r = k}^{\mathcal{M}+1} 1\\& = {\lambda}^*\,\left(\frac{\Gamma (\mathcal{M}+2)}{\Gamma (\mathcal{M}+1)}\right)^{2\,k}(\mathcal{M}-k+1)^{-\frac{5}{2}}\,(\mathcal{M}-k+2)\\& \lesssim{\lambda}^*\,\mathcal{M}^{2\,k}\,\left(\frac{\Gamma (\mathcal{M}-k+2)}{\Gamma (\mathcal{M}-k+1)}\right)^{-\frac{5}{2}}\,\left(\frac{\Gamma (\mathcal{M}-k+3)}{\Gamma (\mathcal{M}-k+2)}\right)\\& \lesssim \mathcal{M}^{2\,k}\,(\mathcal{M}-k)^{\frac{-3}{2}}, \end{split} \end{equation} (5.14)

    where \lambda^* = \max\limits_{0\leq r\leq \mathcal{M}+1}\left\{ \frac{3 \sqrt{\pi }\, \lambda^{2}_{r, \mathcal{M}+1}}{4}\right\} .

    Similarly, we can get

    \begin{equation} ||D_{t}^{m}\,\mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}}\lesssim \mathcal{M}^{2\,m}\,(\mathcal{M}-m)^{\frac{-3}{2}}. \end{equation} (5.15)

    Accordingly, we have

    \begin{equation} \begin{split} \frac{||D_{t}^{k}\,\mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}}}{||D_{t}^{m}\,\mathcal{N}^*_{\mathcal{M}+1}(t)||^{2}_{L^{2}_{w^\mathcal{*}(t)}}} &\lesssim \mathcal{M}^{2\,(k-m)}\,\left(\frac{\mathcal{M}-k}{\mathcal{M}-m}\right)^{\frac{-3}{2}}\\& < \mathcal{M}^{2\,(k-m)}\,\left(\frac{\Gamma(\mathcal{M}-m+1)}{\Gamma(\mathcal{M}-k+1)}\right)^{\frac{-3}{2}}\\& \lesssim \mathcal{M}^{\frac{-1}{2}(m-k)}. \end{split} \end{equation} (5.16)

    By inserting Eq (5.16) into Eq (5.6), one has

    \begin{equation} ||D_{t}^{k}\,(\chi(t)-\hat{\chi}(t))||^{2}_{L^{2}_{w^\mathcal{s}(t)}}\lesssim \mathcal{M}^{\frac{-1}{2}(m-k)}\,|\chi(t)|^{2}_{\mathbf{H}^{m}_{w^\mathcal{*}(t)}}. \end{equation} (5.17)

    Therefore, we get the desired result. Now, assume the following 2-D CP-weighted Sobolev space:

    \begin{equation} \mathbf{H}^{r,s}_{\omega(x,t)}(I\times I) = \{u:\frac{\partial^{p+q}\,u}{\partial\,x^{p}\,\partial\,t^{q}}\in{L^{2}_{\omega(x,t)}}(I\times I),\, r\geq p\geq 0,\,s\geq q\geq 0 \}, \end{equation} (5.18)

    equipped with the following norm and semi-norm:

    \begin{equation} ||u||_{\mathbf{H}^{r,s}_{\omega(x,t)}} = \left(\sum\limits_{p = 0}^{r}\sum\limits_{q = 0}^{s}\left|\left|\frac{\partial^{p+q}\,u}{\partial\,x^{p}\,\partial\,t^{q}}\right|\right|^{2}_{L^{2}_{\omega(x,t)}}\right)^{\frac{1}{2}}, \quad |u|_{\mathbf{H}^{r,s}_{\omega(x,t)}} = \left|\left|\frac{\partial^{r+s}\,u}{\partial\,x^{r}\,\partial\,t^{s}}\right|\right|_{L^{2}_{\omega(x,t)}}, \end{equation} (5.19)

    where \omega(x, t) = w^\mathcal{*}(x)\, w^\mathcal{*}(t) and r, s\in \mathbb{N}.

    Theorem 5.2. Given the assumptions 0\leq p\leq r\leq \mathcal{M}+1, the approximation to \mathrm{z}(x, t)\in{\mathbf{H}^{r, s}_{\omega(x, t)}}(I\times I) is \mathrm{z}_{\mathcal{M}}(x, t) . As a result, the estimation that follows is applicable:

    \begin{equation} \left|\left|\frac{\partial^{p}}{\partial\,x^{p}}\,(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))\right|\right|_{L^{2}_{\omega(x,t)}}\lesssim \mathcal{M}^{\frac{-1}{4}\,(r-p)}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}}. \end{equation} (5.20)

    Proof. According to the definitions of \mathrm{z}(x, t) and \mathrm{z}_{\mathcal{M}}(x, t), one has

    \begin{equation} \begin{split} \mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t)& = \sum\limits_{i = 0}^{\mathcal{M}}\sum\limits_{j = \mathcal{M}+1}^{\infty}c_{ij}\,\mathcal{N}^*_{i}(x)\,\mathcal{N}^*_{j}(t)+\sum\limits_{i = \mathcal{M}+1}^{\infty}\sum\limits_{j = 0}^{\infty}c_{ij}\,\mathcal{N}^*_{i}(x)\,\mathcal{N}^*_{j}(t)\\& \leq\sum\limits_{i = 0}^{\mathcal{M}}\sum\limits_{j = 0}^{\infty}c_{ij}\,\mathcal{N}^*_{i}(x)\,\mathcal{N}^*_{j}(t)+\sum\limits_{i = \mathcal{M}+1}^{\infty}\sum\limits_{j = 0}^{\infty}c_{ij}\,\mathcal{N}^*_{i}(x)\,\mathcal{N}^*_{j}(t). \end{split} \end{equation} (5.21)

    Now, by applying the same procedures as in Theorem 5.1, we obtain

    \begin{equation} \left|\left|\frac{\partial^{p}}{\partial\,x^{p}}\,(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))\right|\right|_{L^{2}_{\omega(x,t)}}\lesssim \mathcal{M}^{\frac{-1}{4}\,(r-p)}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}}. \end{equation} (5.22)

    Theorem 5.3. Given the assumptions 0\leq q\leq s\leq \mathcal{M}+1, the approximation to \mathrm{z}(x, t)\in{\mathbf{H}^{r, s}_{\omega(x, t)}}(I\times I) is \mathrm{z}_{\mathcal{M}}(x, t) . As a result, the estimation that follows is applicable:

    \begin{equation} \left|\left|\frac{\partial^{q}}{\partial\,t^{q}}\,(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))\right|\right|_{L^{2}_{\omega(x,t)}}\lesssim \mathcal{M}^{\frac{-1}{4}\,(s-q)}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{0,s}_{\omega(x,t)}}. \end{equation} (5.23)

    Proof. The proof of this theorem is similar to the proof of Theorems 5.1 and 5.2.

    Theorem 5.4. Let \mathbf{\mathcal{R}}_{\mathcal{M}}(x, t) be the residual of Eq (4.1). In that case, {\|\mathbf{\mathcal{R}}_{\mathcal{M}}(x, t)\|}_{L^{2}_{\omega(x, t)}} will be sufficiently small for sufficiently large values of \mathcal{M} .

    Proof. \mathbf{\mathcal{R}}_{\mathcal{M}}(x, t) of Eq (4.1) can be written as

    \begin{equation} \mathbf{\mathcal{R}}_{\mathcal{M}}(x,t) = \frac{\partial\,\mathrm{z}_{\mathcal{M}}}{\partial\,t}-\frac{\partial^2\,\mathrm{z}_{\mathcal{M}}}{\partial\,x^2}+{\mathrm{z}_{\mathcal{M}}}\,(a-{\mathrm{z}_{\mathcal{M}}})\,(1-{\mathrm{z}_{\mathcal{M}}}). \end{equation} (5.24)

    Subtracting Eq (5.24) from Eq (4.1) leads to the following equation:

    \begin{equation} \begin{split} \mathbf{\mathcal{R}}_{\mathcal{M}}(x,t) = &\frac{\partial}{\partial\,t}(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))-\frac{\partial^2}{\partial\,x^2}(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))+a\,(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))\\& +(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))^3-(a+1)\,(\mathrm{z}(x,t) -\mathrm{z}_{\mathcal{M}}(x,t))^2. \end{split} \end{equation} (5.25)

    If we consider L^2 -norm, then, with the aid of Theorems 5.2 and 5.3, we get

    \begin{equation} \begin{split} {\|\mathbf{\mathcal{R}}_{\mathcal{M}}(x,t)\|}_{L^{2}_{\omega(x,t)}}&\lesssim \mathcal{M}^{\frac{-\,s}{4}}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{0,s}_{\omega(x,t)}}+\mathcal{M}^{\frac{-1}{4}\,(r-2)}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}} +a\,\mathcal{M}^{\frac{-\,r}{4}}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}}\\&+\left( \mathcal{M}^{\frac{-\,r}{4}}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}} \right)^3+ (a+1)\,\left( \mathcal{M}^{\frac{-\,r}{4}}\,|\mathrm{z}(x,t)|_{\mathbf{H}^{r,0}_{\omega(x,t)}} \right)^2. \end{split} \end{equation} (5.26)

    It is clear from Eq (5.26) that for sufficiently high values of \mathcal{M} , {\|\mathbf{\mathcal{R}}_{\mathcal{M}}(x, t)\|}_{L^{2}_{\omega(x, t)}} will be small enough. Thus, the proof of this theorem is finished.

    In this section, we present test examples to show the applicability of our proposed method and compare it with other methods.

    Example 6.1. The authors of [37] considered the FH–N equation of the form

    \begin{equation} \mathrm{z}_t = \mathrm{z}_{xx}-\mathrm{z}\,(a-\mathrm{z})\,(1-\mathrm{z}), \quad 0 < a\leq1, \end{equation} (6.1)

    governed by the following initial and boundary conditions:

    \begin{equation} \begin{split} &\mathrm{z}(x,0) = \frac{a e^{\frac{a x}{\sqrt{2}}}+e^{\frac{x}{\sqrt{2}}}}{e^{\frac{a x}{\sqrt{2}}}+e^{\frac{x}{\sqrt{2}}}+1}, \quad 0 < x\leq 1,\\& \mathrm{z}(0,t) = \frac{a e^{\frac{a^2 t}{2}}+e^{t/2}}{e^{\frac{a^2 t}{2}}+e^{a t}+e^{t/2}}, \quad 0 < t\leq 1,\\& \mathrm{z}(1,t) = \frac{a e^{\frac{1}{2} a \left(a t+\sqrt{2}\right)}+e^{\frac{1}{2} \left(t+\sqrt{2}\right)}}{e^{a t}+e^{\frac{1}{2} a \left(a t+\sqrt{2}\right)}+e^{\frac{1}{2} \left(t+\sqrt{2}\right)}}, \quad 0 < t\leq 1, \end{split} \end{equation} (6.2)

    where the exact solution to this problem is given by

    \mathrm{z}(x,t) = \frac{a\, e^{\left(\frac{a}{2}-1\right) a t+\frac{a x}{\sqrt{2}}}+e^{\left(\frac{1}{2}-a\right) t+\frac{x}{\sqrt{2}}}}{e^{\left(\frac{1}{2}-a\right) t+\frac{x}{\sqrt{2}}}+e^{\left(\frac{a}{2}-1\right) a t+\frac{a x}{\sqrt{2}}}+1}.

    Table 1 gives a comparison of the maximum absolute error (MAE) between our method and the method in [37] at t = 1 . Figure 1 shows the exact and the approximate solutions at a = 0.5 and \mathcal{M} = 12 . Figure 2 shows the MAE at a = 1 and \mathcal{M} = 12 . Table 2 presents the absolute error (AE) at a = 0.9 and \mathcal{M} = 12 . Figure 3 shows the AE (left) and the approximate solution (right) at a = 0.1 and \mathcal{M} = 12 .

    Table 1.  Comparison of the MAE of Example 6.1 at t = 1 .
    Our method at \mathcal{M}=12
    x a=0.2 a=0.5 a=0.7 Method in [37]
    0.1 4.38538 \times10^{-15} 5.10703 \times10^{-15} 3.66374 \times10^{-15} 1.41366 \times10^{-6}
    0.2 1.66533 \times10^{-15} 1.88738 \times10^{-15} 2.9976 \times10^{-15} 1.39287 \times10^{-6}
    0.3 4.77396 \times10^{-15} 1.22125 \times10^{-15} 1.88738 \times10^{-15} 1.18067 \times10^{-6}
    0.4 4.996 \times10^{-15} 2.9976 \times10^{-15} 1.11022 \times10^{-15} 1.16488 \times10^{-6}
    0.5 6.99441 \times10^{-15} 5.88418 \times10^{-15} 5.77316 \times10^{-15} 8.85464 \times10^{-7}
    0.6 1.49887 \times10^{-14} 7.77156 \times10^{-16} 7.54952 \times10^{-15} 9.60502 \times10^{-7}
    0.7 1.82077 \times10^{-14} 6.77236 \times10^{-15} 1.39888 \times10^{-14} 5.91894 \times10^{-7}
    0.8 4.4964 \times10^{-14} 4.36318 \times10^{-14} 4.77396 \times10^{-15} 7.75841 \times10^{-7}
    0.9 8.03801 \times10^{-14} 1.42886 \times10^{-13} 8.55982 \times10^{-14} 3.12309 \times10^{-7}

     | Show Table
    DownLoad: CSV
    Figure 1.  The exact and the approximate solutions for Example 6.1 at a = 0.5, and \mathcal{M} = 12 .
    Figure 2.  The MAE of Example 6.1 at a = 1 .
    Table 2.  The AE of Example 6.1 at a = 0.9 .
    x t=0.3 t=0.5 t=0.7 t=0.9
    0.1 1.22125 \times10^{-15 } 2.10942 \times10^{-15 } 2.10942 \times10^{-15 } 1.88738 \times10^{-15 }
    0.2 2.77556 \times10^{-15 } 4.21885 \times10^{-15 } 4.21885 \times10^{-15} 3.66374 \times10^{-15 }
    0.3 3.88578 \times10^{-15 } 6.10623 \times10^{-15 } 6.21725 \times10^{-15 } 5.55112 \times10^{-15 }
    0.4 5.55112 \times10^{-15 } 8.21565 \times10^{-15 } 8.88178 \times10^{-15 } 6.99441 \times10^{-15 }
    0.5 7.21645 \times10^{-15 } 1.04361 \times10^{-14 } 1.09912 \times10^{-14 } 7.54952 \times10^{-15}
    0.6 9.21485 \times10^{-15} 1.26565 \times10^{-14 } 1.28786 \times10^{-14 } 6.55032 \times10^{-15 }
    0.7 1.08802\times10^{-14 } 1.54321 \times10^{-14 } 1.5099 \times10^{-14} 5.77316 \times10^{-15 }
    0.8 1.34337\times10^{-14 } 1.77636 \times10^{-14 } 1.82077\times10^{-14} 8.21565 \times10^{-15 }
    0.9 1.59872 \times10^{-14} 2.13163 \times10^{-14 } 2.17604\times10^{-14} 1.67644\times10^{-14 }

     | Show Table
    DownLoad: CSV
    Figure 3.  The AE (left) and the approximate solution (right) for Example 6.1 at a = 0.1 , and \mathcal{M} = 12 .

    Example 6.2. The authors of [45] considered the FH–N equation of the form

    \begin{equation} \mathrm{z}_t = \mathrm{z}_{xx}-\mathrm{z}\,(a-\mathrm{z})\,(1-\mathrm{z}), \quad 0 < a\leq1, \end{equation} (6.3)

    governed by the following initial and boundary conditions:

    \begin{equation} \begin{split} &\mathrm{z}(x,0) = \frac{2}{e^{-\frac{x}{\sqrt{2}}}+2}, \quad 0 < x\leq 1,\\& \mathrm{z}(0,t) = \frac{2}{e^{\frac{t}{2}}+2}, \quad 0 < t\leq 1,\\& \mathrm{z}(1,t) = \frac{2}{e^{\frac{t}{2}-\frac{1}{\sqrt{2}}}+2}, \quad 0 < t\leq 1, \end{split} \end{equation} (6.4)

    where the exact solution of this problem when a = 1, is

    \mathrm{z}(x,t) = \frac{2}{2+e^{\frac{t}{2}-\frac{x}{\sqrt{2}}}}.

    Table 3 gives a comparison of AE at t = 0.001 between our method and the method in [45]. Figure 4 shows the absolute error (AE) (left) and the approximate solution (right) at \mathcal{M} = 12 . Table 4 presents the MAE and the CPU time (in seconds) used at different values of \mathcal{M} .

    Table 3.  Comparison of the AE of Example 6.2 at t = 0.001 .
    x Method in [45] Our method at \mathcal{M}=12
    0.00 9.260091360374645 \times10^{-9} 4.44089 \times10^{-16}
    0.001 9.266945988350983 \times10^{-9} 1.11022 \times10^{-16}
    0.002 9.273449896873842 \times10^{-9} 1.11022 \times10^{-16}
    0.003 9.279814694451716 \times10^{-9} 0
    0.004 9.286474367264930 \times10^{-9} 2.22045 \times10^{-16}
    0.005 9.292864144860857 \times10^{-9} 2.22045 \times10^{-16}
    0.006 9.299528924699985 \times10^{-9} 1.11022 \times10^{-16}

     | Show Table
    DownLoad: CSV
    Figure 4.  The AE (left) and the approximate solution (right) for Example 6.2 at \mathcal{M} = 12 .
    Table 4.  the MAE for Example 6.2.
    \mathcal{M} 2 4 6 8 10 12
    Error 1.73803\times10^{-3} 4.14311\times10^{-5} 9.11356\times10^{-7} 9.69633\times10^{-9} 4.76566\times10^{-11} 6.78901\times10^{-14}
    CPU time 1.157 1.813 3.344 6.11 11.374 23.248

     | Show Table
    DownLoad: CSV

    Example 6.3. The authors of [35] considered the FH–N equation of the form

    \begin{equation} \mathrm{z}_t = \mathrm{z}_{xx}-\mathrm{z}\,(a-\mathrm{z})\,(1-\mathrm{z}), \quad 0 < a\leq1, \end{equation} (6.5)

    subject to the following initial and boundary conditions:

    \begin{equation} \begin{split} &\mathrm{z}(x,0) = \frac{1}{2} \tanh \left(\frac{x}{2 \sqrt{2}}\right)+\frac{1}{2}, \quad 0 < x\leq 1,\\& \mathrm{z}(0,t) = \frac{1}{2}-\frac{1}{2} \tanh \left(\frac{1}{4} (2 a-1) t\right), \quad 0 < t\leq 1,\\& \mathrm{z}(1,t) = \frac{1}{2} \tanh \left(\frac{1-\frac{(2 a-1) t}{\sqrt{2}}}{2 \sqrt{2}}\right)+\frac{1}{2}, \quad 0 < t\leq 1, \end{split} \end{equation} (6.6)

    where \mathrm{z}(x, t) = \frac{1}{2} \tanh \left(\frac{x-\frac{(2 a-1) t}{\sqrt{2}}}{2 \sqrt{2}}\right)+\frac{1}{2} is the exact solution of this problem.

    Table 5 presents the MAE and the CPU time used (in seconds) when a = 0.1 and a = 0.5 at different values of \mathcal{M} . Figure 5 shows the AE (left) and the approximate solution (right) at a = 1 and \mathcal{M} = 12 . Table 6 shows the AE at different values of a when \mathcal{M} = 12 .

    Table 5.  the MAE for Example 6.3.
    \mathcal{M} 2 4 6 8 10 12
    a=0.1 6.13615\times10^{-3} 9.12786\times10^{-5} 1.14583\times10^{-6} 9.32286\times10^{-9} 4.61591\times10^{-11} 1.27232\times10^{-13}
    CPU time 1.376 2.264 3.594 7.204 14.812 32.282
    a=0.5 5.21245\times10^{-3} 7.19718\times10^{-5} 9.21914\times10^{-7} 7.23042\times10^{-9} 3.28784\times10^{-11} 5.61773\times10^{-14}
    CPU time 1.173 1.797 3.406 7.156 14.721 32.236

     | Show Table
    DownLoad: CSV
    Figure 5.  The AE (left) and the approximate solution (right) for Example 6.3 at a = 1 , and \mathcal{M} = 12 .
    Table 6.  AE of Example 6.3 at \mathcal{M} = 12 .
    (x, t) a=0.3 a=0.6 a=0.8
    (0.1, 0.1) 3.33067 \times10^{-16} 3.33067 \times10^{-16} 0
    (0.2, 0.2) 5.55112 \times10^{-16} 1.88738 \times10^{-15} 2.44249 \times10^{-15}
    (0.3, 0.3) 4.44089 \times10^{-16} 3.9968 \times10^{-15} 6.88338 \times10^{-15}
    (0.4, 0.4) 2.66454 \times10^{-15} 6.66134 \times10^{-15} 1.34337 \times10^{-14}
    (0.5, 0.5) 6.55032 \times10^{-15} 1.04361 \times10^{-14} 2.16493 \times10^{-14}
    (0.6, 0.6) 1.17684 \times10^{-14} 1.48771 \times10^{-14} 3.14193 \times10^{-14}
    (0.7, 0.7) 1.77636 \times10^{-14} 2.00951 \times10^{-14} 4.22995 \times10^{-14}
    (0.8, 0.8) 2.53131 \times10^{-14} 2.50912 \times10^{-14} 5.34017 \times10^{-14}
    (0.9, 0.9) 3.27516 \times10^{-14} 3.24185 \times10^{-14} 6.45041 \times10^{-14}

     | Show Table
    DownLoad: CSV

    Example 6.4. Consider the FH–N equation of the form

    \begin{equation} \mathrm{z}_t = \mathrm{z}_{xx}-\mathrm{z}\,(a-\mathrm{z})\,(1-\mathrm{z}), \quad 0 < a\leq1, \end{equation} (6.7)

    subject to the following initial and boundary conditions:

    \begin{equation} \begin{split} &\mathrm{z}(x,0) = 0, \quad 0 < x\leq 1,\\& \mathrm{z}(0,t) = \mathrm{z}(1,t) = 0, \quad 0 < t\leq 1. \end{split} \end{equation} (6.8)

    Since the exact solution is not available, we define the following absolute residual error norm:

    \begin{equation} RE = {\max\limits_{(x,t)\in(0,1]^{2}}}\left|\mathrm{z}^{\mathcal{M}}_{t}(x,t)-\mathrm{z}^{\mathcal{M}}_{xx}(x,t)+a\,\mathrm{z}^{\mathcal{M}}(x,t)+(\mathrm{z}^{\mathcal{M}}(x,t))^3-(a+1)\,(\mathrm{z}^{\mathcal{M}}(x,t))^2\right|, \end{equation} (6.9)

    and apply the presented method at \mathcal{M} = 10 to get Figure 6, which illustrates the RE at different values of a .

    Figure 6.  The RE of Example 6.4.

    This article has provided numerical solutions for the FH–N equation. The celebrated collocation method was applied to obtain the proposed approximate solutions. New basis functions were considered. These basis functions are special cases of the generalized Gegenbauer orthogonal polynomials. They are related to CPs. New derivative expressions for these polynomials were developed. Hence, new operational matrices of the derivatives were introduced. These matrices and the application of the collocation algorithm helped transform the FH–N equation into nonlinear systems of equations that can be treated using a suitable solver. To our knowledge, these polynomials have not been used before in approximating solutions to differential equations. We hope to use them to approximate other differential equations. All codes were written and debugged by Mathematica 11 on an HP Z420 workstation, (processor: Intel(R) Xeon(R) CPU E5-1620 v2 at 3.70 GHz, 16 GB RAM DDR3, and 512 GB storage).

    Waleed Mohamed Abd-Elhameed: Conceptualization, methodology, validation, formal analysis, investigation, supervision, project administration, writing—original draft, writing—review & editing; Omar Mazen Alqubori: Methodology, validation, investigation, writing—review & editing, funding acquisition; Ahmed Gamal Atta: Conceptualization, methodology, software, validation, formal analysis, investigation, writing—original draft, writing—review & editing, visualization. All authors have read and approved the final version of the manuscript for publication.

    The authors declare that they have not used artificial intelligence tools in the creation of this article.

    The authors declare that they have no competing interests.



    [1] Skrobonja A (2019) Formation, uptake, and bioaccumulation of methylmercury in coastal seas - a Baltic Sea case study. Doctoral Dissertation, Umea University. http://umu.diva-portal.org/
    [2] Kwasigroch U, Bełdowska M, Jędruch A, et al. (2021) Distribution and bioavailability of mercury in the surface sediments of the Baltic Sea. Environ Sci Pollut Res 28: 35690-35708. https://doi.org/10.1007/s11356-021-13023-4 doi: 10.1007/s11356-021-13023-4
    [3] Siedlewicz G, Korejwo E, Szubska M, et al. (2020) Presence of mercury and methylmercury in Baltic Sea sediments, collected in ammunition dumpsites, Marine Environmental Research 162: 105158. https://doi.org/10.1016/j.marenvres.2020.105158 doi: 10.1016/j.marenvres.2020.105158
    [4] Manzetti S (2020) Heavy metal pollution in the Baltic Sea, from the North European coast to the Baltic states, Finland and the Swedish coastline to Norway, Doctoral Dissertation. https://doi.org/10.13140/RG.2.2.11144.85769/1
    [5] Bełdowska M, Saniewska D, Falkowska, L (2014) Factors influencing variability of mercury input to the Southern Baltic Sea. Mar Pollut Bull 86: 283-290. http://doi:10.1016/j.marpolbul.2014.07.004 doi: 10.1016/j.marpolbul.2014.07.004
    [6] Kocman D, Horvat M, Pirrone N, et al. (2013) Contribution of contaminated sites to the global mercury budget. Environ. Res. 125: 160-170. https://doi.org/10.1016/j.envres.2012.12.011
    [7] Panagos P, Jiskra M, Borrelli P, et al. (2021) Mercury in European topsoils: Anthropogenic sources, stocks and fluxes. Environmental Research 201: 111556. https://doi.org/10.1016/j.envres.2021.111556 doi: 10.1016/j.envres.2021.111556
    [8] SedNet, Objectives of Sediment and its management, 2021. Available From: https://sednet.org/about/objectives/.
    [9] Li C, Quan Q, Gan Y, et al. (2020) Effects of heavy metals on microbial communities in sediments and establishment of bioindicators based on microbial taxa and function for environmental monitoring and management. Science of The Total Environment 749: 141555. https://doi.org/10.1016/j.scitotenv.2020.141555 doi: 10.1016/j.scitotenv.2020.141555
    [10] Szymczycha B, Miotk M, Pempkowiak J (2013) Submarine Groundwater Discharge as a Source of Mercury in the Bay of Puck, the Southern Baltic Sea. Water Air Soils Pollut 224: 1542. https://doi.org/10.1007/s11270-013-1542-0 doi: 10.1007/s11270-013-1542-0
    [11] Leipe T, Moros M, Kotilainen A, et al. (2013) Mercury in Baltic Sea sediments-Natural background and anthropogenic impact, Geochemistry 73: 249-259. https://doi.org/10.1016/j.chemer.2013.06.005 doi: 10.1016/j.chemer.2013.06.005
    [12] Helcom (2018) State of the Baltic Sea - Second HELCOM holistic assessment 2011-2016. Baltic Sea Environment Proceedings 155: 1-155.
    [13] Bełdowska M, Jędruch A, Łęczyński L, et al. (2016) Coastal erosion as a source of mercury into the marine environment along the Polish Baltic shore. Environ Sci Pollut Res 23: 16372-16382. https://doi.org/10.1007/s11356-016-6753-7 doi: 10.1007/s11356-016-6753-7
    [14] Careghini A, Mastorgio A, Saponaro S, et al. (2015) Bisphenol A, nonylphenols, benzophenones, and benzotriazoles in soils, groundwater, surface water, sediments, and food: a review. Environ Sci Pollut Res 22: 5711-5741. https://doi.org/10.1007/s11356-014-3974-5 doi: 10.1007/s11356-014-3974-5
    [15] Peng W, Li X, Xiao S, et al. (2018) Review of remediation technologies for sediments contaminated by heavy metals. J Soils Sediments 18: 1701-1719. https://doi.org/10.1007/s11368-018-1921-7 doi: 10.1007/s11368-018-1921-7
    [16] Boszke L, Kowalski A (2006) Spatial Distribution of Mercury in Bottom Sediments and Soils from Poznan, Poland. Pol J Environ Stud 15: 211-218.
    [17] Wada SI (2002) Effect of clay mineralogy on the feasibility of electrokinetic soil decontamination technology. Applied Clay Science 20: 283-293. https://doi.org/10.1016/S0169-1317(01)00080-1 doi: 10.1016/S0169-1317(01)00080-1
    [18] Shahidi D, Roy R, Azzouz A (2015) Advances in catalytic oxidation of organic pollutants - Prospects for thorough mineralization by natural clay catalysts. Applied Catalysis B: Environmental 174: 277-292. https://doi.org/10.1016/j.apcatb.2015.02.042 doi: 10.1016/j.apcatb.2015.02.042
    [19] Kern K, Loffelsend T (2004) Sustainable development in the Baltic Sea region. Governance beyond the nation state. Local Environment 9: 451-467. https://doi.org/10.1080/1354983042000255351 doi: 10.1080/1354983042000255351
    [20] Ullrich S, Tanton T, Abdrashitova S (2001) Mercury in the Aquatic Environment: A Review of Factors Affecting Methylation. Critical Reviews in Environmental Science and Technology 31: 241-293. https://doi.org/10.1080/20016491089226 doi: 10.1080/20016491089226
    [21] EEA (European Environment Agency) (2000) Down to Earth: soils degradation and sustainable development in Europe. Environmental issues series 16: 32.
    [22] EEA (European Environment Agency) (2001) Proposal for a European soils monitoring and assessment framework. Environmental issues series 61: 58.
    [23] Ramos-Miras JJ, Gil C, Rodriguez Martin JA, et al. (2020) Ecological risk assessment of mercury and chromium in greenhouse soils. Environ Geochem Health 42: 313-324. https://doi.org/10.1007/s10653-019-00354-y doi: 10.1007/s10653-019-00354-y
    [24] Lado L, Hengl Y, Reuter H (2008) Heavy metals in European soils: A geostatistical analysis of the FOREGS Geochemical database. Geoderma 148: 189-199. https://doi.org/10.1016/j.geoderma.2008.09.020 doi: 10.1016/j.geoderma.2008.09.020
    [25] Long Q, Wang JY, Da LJ (2013) Assessing the spatial‐temporal variations of heavy metals in farmland soil of Shanghai, China. Fresenius Environmental Bulletin 22: 928-938.
    [26] Ballabio C, Jiskra M, Osterwalder S, et al. (2021) A spatial assessment of mercury content in the European Union topsoil. Science of The Total Environment 769: 144755. https://doi.org/10.1016/j.scitotenv.2020.144755. doi: 10.1016/j.scitotenv.2020.144755
    [27] Medyńska-Juraszek A, Kabala C (2010) Lead, mercury, and cadmium in forest soils impacted by copper smelting in south-west Poland. 15th International Conference on Heavy Metals in the Environment 2010: 19-23.
    [28] Martin JAR, Gutierrez C, Escuer M, et al. (2021) Trends in soil mercury stock associated with pollution sources on a Mediterranean island (Majorca, Spain). Environmental Pollution 283: 117397. https://doi.org/10.1016/j.envpol.2021.117397. doi: 10.1016/j.envpol.2021.117397
    [29] Horvart M, Kotnik J (2019) Technical information report on mercury monitoring in soils. UN Environment. Chemicals and Health Branch Switzerland 2019: 54.
    [30] Robles, I, Lakatos, J, Scharek, P (2014) Remediation of Soils and Sediments Polluted with Mercury: Occurence, Transformations, Environmental Consideration and San Joaquin's Sierra Gorda Case, InTech, 35-75.
    [31] O'Connor D, Hou D, Ok Y, et al. (2019) Mercury speciation, transformation, and transportation in soils, atmospheric flux, and implications for risk management: A critical review. Environment International 126: 747-761. https://doi.org/10.1016/j.envint.2019.03.019 doi: 10.1016/j.envint.2019.03.019
    [32] Jędruch A, Falkowska L, Saniewska D, et al. (2021) Status and trends of mercury pollution of the atmosphere and terrestrial ecosystems in Poland. Ambio 50: 1698-1717. https://doi.org/10.1007/s13280-021-01505-1 doi: 10.1007/s13280-021-01505-1
    [33] Sas-Nowosielska A, Galimska-Stypa R, Kucharski R, et al. (2008) Remediation aspect of microbial changes of plant rhizosphere in mercury contaminated soils. Environ Monit Assess 137: 101-109. https://doi.org/10.1007/s10661-007-9732-0 doi: 10.1007/s10661-007-9732-0
    [34] Boszke L, Kowalski A, Glosinska G. et al. (2003) Environmental factors affecting speciation of mercury in the bottom sediments; an overview. Polish Journal of Environmental Studies 12: 5-13.
    [35] Pacyna E, Pacyna J, Pirrone N (2001) European emissions of atmospheric mercury from anthropogenic sources in 1995. Atmospheric Environment 35: 2987-2996. https://doi.org/10.1016/S1352-2310(01)00102-9 doi: 10.1016/S1352-2310(01)00102-9
    [36] Glodek A, Panasiuk D, Pacyna J (2010) Mercury Emission from Anthropogenic Sources in Poland and Their Scenarios to the Year 2020. Water Air Soil Pollut 213: 227-236. https://doi.org/10.1007/s11270-010-0380-6 doi: 10.1007/s11270-010-0380-6
    [37] Bartnicki J, Gusev A, Aas W, et al. Atmospheric Supply of Nitrogen, Lead, Cadmium, Mercury and Dioxins/Furans to the Baltic Sea in 2005. EMEP, 2007. Available from: https://emep.int/publ/helcom/2007.
    [38] Ministry of Environment of the Republic of Lithuania National environmental protection strategy, 2016. Available from: https://am.lrv.lt/uploads/am/documents/files/National%20Environmental%20Protection%20Strategy.pdf.
    [39] Šakalys J, Kvietkus K, Garbarienė I, et al. (2019) Long-term study of atmospheric mercury deposition at monitoring stations in Lithuania. Lithuanian Journal of Physics 59: 1. https://doi/10.3952/physics.v59i1.3940 doi: 10.3952/physics.v59i1.3940
    [40] Science for Environment Policy (2017) Tackling mercury pollution in the EU and worldwide. In-depth Report 15 produced for the European Commission. DG Environment by the Science Communication Unit.
    [41] EEA (European Environment Agency) (2018) Mercury in Europe's environment A priority for European and global action. Environmental issues series 11: 72. https://doi/10.2800/558803 doi: 10.2800/558803
    [42] Schuster P, Schaefer K, Aiken G, et al. (2018) Permafrost stores a globally significant amount of mercury. Geophysical Research Letters 45: 1463-1471. https://doi.org/10.1002/2017GL075571 doi: 10.1002/2017GL075571
    [43] Artiola J, Brusseau M. (2019) 10 - The Role of Environmental Monitoring in Pollution Science, Environmental and Pollution Science (Third Edition), Academic Press 2019: 149-162. https://doi.org/10.1016/C2017-0-00480-9 doi: 10.1016/C2017-0-00480-9
    [44] Artiola J, Pepper I, Brusseau M (2004) 1 - Environmental Monitoring and Characterization. Environmental Monitoring and Characterization. Elsevier Academic Press 2004: 1-9. https://doi.org/10.1016/B978-0-12-064477-3.X5000-0 doi: 10.1016/B978-0-12-064477-3.X5000-0
    [45] Loveland P, Bellamy P (2005) Environmental Monitoring. Encyclopedia of Soils in the Environment. Elsevier 2005: 441-448. https://doi.org/10.1016/B0-12-348530-4/00092-8 doi: 10.1016/B0-12-348530-4/00092-8
    [46] Morvan X, Saby NPA, Arrouays D, et al. (2008) Soil monitoring in Europe: A review of existing systems and requirements for harmonisation. Science of The Total Environment 391: 1-12. https://doi.org/10.1016/j.scitotenv.2007.10.046 doi: 10.1016/j.scitotenv.2007.10.046
    [47] Van Leeuwen E, Saby N, Jones A, et al. (2017) Gap assessment in current soils monitoring networks across Europe for measuring soils functions. Environ Res Lett 12: 124007. https://10.1088/1748-9326/aa9c5c doi: 10.1088/1748-9326/aa9c5c
    [48] Brils J (2008) Sediments monitoring and the European Water Framework Directive. Annali dell'Istituto superiore di sanita 44: 218-223.
    [49] Reuther R (2009) Lake and river sediments monitoring. Environmental Monitoring. Encyclopedia of Life Support Systems Ⅱ 2009: 9.
    [50] SedNet Sediments Management-an essential element of River Basin Management Plans 28 pages, 2006. Available From: https://sednet.org/download/061122_Report_SedNet_Round_Table_Discussion.pdf.
    [51] Ramsey C (2015) Considerations for Sampling Contaminants in Agricultural Soils. Journal of AOAC International 98: 309-315. https://doi.org/10.5740/jaoacint.14-268 doi: 10.5740/jaoacint.14-268
    [52] International atomic energy agency (IAEA) (2004) Soils Sampling for Environmental Contaminants, IAEA-TECDOC-1415. Technical Reports Series, Vienna.
    [53] International atomic energy agency (IAEA) (2019) Guidelines on Soils and Vegetation Sampling for Radiological Monitoring. Technical Reports Series 486, IAEA, Vienna.
    [54] Amde M, Yin Y, Zhang D. et al. (2016) Methods and recent advances in speciation analysis of mercury chemical species in environmental samples: a review. Chemical Speciation & Bioavailability 28: 51-65. https://doi.org/10.1080/09542299.2016.1164019 doi: 10.1080/09542299.2016.1164019
    [55] Yu L, Yan X (2003) Factors affecting the stability of inorganic and methylmercury during sample storage. TrAC Trends in Analytical Chemistry 22: 245-253. https://doi.org/10.1016/S0165-9936(03)00407-2 doi: 10.1016/S0165-9936(03)00407-2
    [56] Diederick J (2013) Literature review on mercury speciation soils systems under oxidizing conditions. Snowman Network, Project No. SN-03/08.
    [57] Gilli R, Claudine K, Mischa W, et al. (2018) Speciation and Mobility of Mercury in Soils Contaminated by Legacy Emissions from a Chemical Factory in the Rhô ne Valley in Canton of Valais. Switzerland Soils Syst 2: 44. https://doi.org/10.3390/soilsystems2030044 doi: 10.3390/soilsystems2030044
    [58] Kodamatani H, Balogh S, Nollet Y, et al. (2016) An inter-laboratory comparison of different analytical methods for the determination of monomethylmercury in various soils and sediments samples: A platform for method improvement. Chemosphere 169: 32-39. https://doi.org/10.1016/j.chemosphere.2016.10.129 doi: 10.1016/j.chemosphere.2016.10.129
    [59] Leermakers M, Baeyens W, Quevauviller P, et al. (2005) Mercury in environmental samples: Speciation, artifacts and validation. TrAC Trends in Analytical Chemistry 24: 383-393. https://doi.org/10.1016/j.trac.2004.01.001 doi: 10.1016/j.trac.2004.01.001
    [60] Kowalski A, Frankowski M (2016) Seasonal variability of mercury concentration in soils, buds and leaves of Acer platanoides and Tilia platyphyllos in central Poland. Environ Sci Pollut Res 23: 9614-9624. https://doi.org/10.1007/s11356-016-6179-2 doi: 10.1007/s11356-016-6179-2
    [61] Lepane V, Varvas M, Viitak A, et al. (2007) Sedimentary record of heavy metals in Lake Rõ uge Liinjärv, southern Estonia. Estonian Journal of Earth Sciences 56: 221-232. https://doi.org/10.3176/earth.2007.03 doi: 10.3176/earth.2007.03
    [62] Koniarz T, Tarnawski M, Baran A, et al. (2015) Mercury contamination of bottom sediments in water reservoirs of southern Poland. Biblioteka Glowna 41: 169-175. https://doi.org/10.7494/geol.2015.41.2.169 doi: 10.7494/geol.2015.41.2.169
    [63] Dradrach A, Karczewska A (2013) Mercury in soils of municipal lawns in Wroclaw, Połand. Fresenius Environmental Bulletin 22: 968-972.
    [64] Gruba P, Socha J, Pietrzykowski M, et al. (2019) Tree species affects the concentration of total mercury (Hg) in forest soils: Evidence from a forest soil inventory in Poland. Science of The Total Environment 647: 141-148. https://doi.org/10.1016/j.scitotenv.2018.07.452 doi: 10.1016/j.scitotenv.2018.07.452
    [65] Kodamatani H, Maeda C, Balogh S, et al. (2017) The influence of sample drying and storage conditions on methylmercury determination in soils and sediments. Chemosphere 173: 380-386 https://doi.org/10.1016/j.chemosphere.2017.01.053 doi: 10.1016/j.chemosphere.2017.01.053
    [66] Arbestain M, Lado L, Bao M, et al. (2009) Assessment of Mercury-Polluted Soils Adjacent to an Old Mercury-Fulminate Production Plant. Applied and Environmental Soils Science 2009: 8. https://doi.org/10.1155/2009/387419 doi: 10.1155/2009/387419
    [67] Leopold K, Foulkes M, Worsfold P (2010) Methods for the determination and speciation of mercury in natural waters- a review. Analytica Chimica Acta 663: 127-138. https://doi.org/10.1016/j.aca.2010.01.048 doi: 10.1016/j.aca.2010.01.048
    [68] Schuster E (1991) The behavior of mercury in the soils with special emphasis on complexation and adsorption processes - A review of the literature. Water, Air, and Soils Pollution 56: 667-680. https://doi.org/10.1007/BF00342308 doi: 10.1007/BF00342308
    [69] Saponaro S, Sezenna E, Bonomo L (2005) Remediation Actions by a Risk Assessment Approach: A Case Study of Mercury Contamination. Water Air Soils Pollut 168: 187-212. https://doi.org/10.1007/s11270-005-1248-z doi: 10.1007/s11270-005-1248-z
    [70] Gabriel M, Williamson D (2004) Principal Biogeochemical Factors Affecting the Speciation and Transport of Mercury through the terrestrial environment. Environmental Geochemistry and Health 26: 421-434. https://doi.org/10.1007/s10653-004-1308-0 doi: 10.1007/s10653-004-1308-0
    [71] Saiz-Lopez A, Travnikov O, Sonke J, et al. (2020) Photochemistry of oxidized Hg(I) and Hg(Ⅱ) species suggests missing mercury oxidation in the troposphere. Proc Natl Acad Sci USA 117: 30949-30956. http://10.1073/pnas.1922486117 doi: 10.1073/pnas.1922486117
    [72] Segade S, Teresa D, Elsa R (2011) Mercury methylation versus demethylation: Main processes involved. Methylmercury: Formation, Sources and Health Effects. Nova Science Publishers 7: 123-166. http://hdl.handle.net/10198/6750
    [73] Higueras P, Fernández-Martínez R, Esbrí J, et al. (2015) Mercury Soil Pollution in Spain: A Review. Environment, Energy and Climate Change I 32: 135-158. https://doi.org/10.1007/698_2014_280 doi: 10.1007/698_2014_280
    [74] Devasena M, Nambi I (2010) Migration and entrapment of mercury in porous media. Journal of Contaminant Hydrology 117: 60-70. https://doi.org/10.1016/j.jconhyd.2010.06.005 doi: 10.1016/j.jconhyd.2010.06.005
    [75] Bengtsson G, Picado F (2008) Mercury sorption to sediments: Dependence on grain size, dissolved organic carbon, and suspended bacteria. Chemosphere 73: 526-531. https://doi.org/10.1016/j.chemosphere.2008.06.017 doi: 10.1016/j.chemosphere.2008.06.017
    [76] Zhang L, Wu S, Zhao L, et al. (2019) Mercury Sorption and Desorption on Organo-Mineral Particulates as a Source for Microbial Methylation. Environmental Science & Technology 53: 2426-2433. https://doi.org/10.1021/acs.est.8b06020 doi: 10.1021/acs.est.8b06020
    [77] Tangahu B, Abdullah S, Basri H, et al. (2011) A Review on Heavy Metals (As, Pb, and Hg) Uptake by Plants through Phytoremediation. International Journal of Chemical Engineering 2011. https://doi.org/10.1155/2011/939161 doi: 10.1155/2011/939161
    [78] Li Q, Tang L, Qiu Q, et al. (2020) Total mercury and methylmercury in the soil and vegetation of a riparian zone along a mercury-impacted reservoir. Science of The Total Environment 738: 139794. https://doi.org/10.1016/j.scitotenv.2020.139794 doi: 10.1016/j.scitotenv.2020.139794
    [79] Gworek B, Dmuchowski W, Baczewska-Dąbrowska H (2020) Mercury in the terrestrial environment: a review. Environmental Sciences Europe 32: 128. https://doi.org/10.1186/s12302-020-00401-x doi: 10.1186/s12302-020-00401-x
    [80] Seo DC, Yu K, DeLaune RD (2008) Comparison of monometal and multimetal adsorption in Mississippi River alluvial wetland sediment: batch and column experiments. Chemosphere 73: 1757-1764. https://doi.org/10.1016/j.chemosphere.2008.09.003 doi: 10.1016/j.chemosphere.2008.09.003
    [81] Schluter K (2000) Review: Evaporation of mercury from soils. An integration and synthesis of current knowledge. Environmental Geology 39: 249-271. https://doi.org/10.1007/s002540050005 doi: 10.1007/s002540050005
    [82] Sondreal E.A, Benson S.A, Pavlish J.H, et al. (2004) An overview of air quality Ⅲ. Mercury, trace element and particulate matter. Fuel Processing Technology 85: 425-440. https://doi.org/10.1016/j.fuproc.2004.02.002 doi: 10.1016/j.fuproc.2004.02.002
    [83] Zhao S, Pudasainee D, Duan Y, et al. (2019) A review on mercury in coal combustion process: Content and occurrence forms in coal, transformation, sampling methods, emission and control technologies. Progress in Energy and Combustion Science 73: 26-64. https://doi.org/10.1016/j.pecs.2019.02.001 doi: 10.1016/j.pecs.2019.02.001
    [84] Pogrzeba M, Ciszek D, Galimska-Stypa R, et al. (2016) Ecological strategy for soil contaminated with mercury. Plant and Soil 409: 371-387. https://doi.org/10.1007/s11104-016-2936-8 doi: 10.1007/s11104-016-2936-8
    [85] Caldwell C, Canavan C, Bloom N (2000) Potential effects of forest fire and storm flow on total mercury and methylmercury in sediments of an arid-lands reservoir. Science of The Total Environment 260: 125-133. https://doi.org/10.1016/S0048-9697(00)00554-4 doi: 10.1016/S0048-9697(00)00554-4
    [86] Bigham G, Murray K, Masue-Slowey, et al. (2016) Biogeochemical controls on methylmercury in soils and sediments: Implications for site management: Geochemical Controls on Mercury Methylation. Integrated Environ. Assessment and Management 13: 249-263. https://doi.org/10.1002/ieam.1822 doi: 10.1002/ieam.1822
    [87] Xu J, Buck M, Eklöf K (2019) Mercury methylating microbial communities of boreal forest soils. Sci Rep 9: 518. https://doi.org/10.1038/s41598-018-37383-z doi: 10.1038/s41598-018-37383-z
    [88] Tjerngren I, Karlsson T, Björn E, et al. (2012) Potential Hg methylation and MeHg demethylation rates related to the nutrient status of different boreal wetlands. Biogeochemistry 108: 335-350. http://www.jstor.org/stable/41410599
    [89] Kodamatani H, Tomiyasu T (2013) Selective determination method for measurement of methylmercury and ethylmercury in soils/sediments samples using high-performance liquid chromatography-chemiluminescence detection coupled with simple extraction technique. Journal of Chromatography A 1288: 155-159. https://doi.org/10.1016/j.chroma.2013.02.004 doi: 10.1016/j.chroma.2013.02.004
    [90] Strickman R, Mitchell C (2017) Methylmercury production and accumulation in urban stormwater ponds and habitat wetlands. Environmental Pollution 221: 326-334. https://doi.org/10.1016/j.envpol.2016.11.082 doi: 10.1016/j.envpol.2016.11.082
    [91] Yang Z, W Fang, X Lu, et al. (2016) Warming increases methylmercury production in an Arctic soil. Environmental Pollution 214: 504-509. https://doi.org/10.1016/j.envpol.2016.04.069 doi: 10.1016/j.envpol.2016.04.069
    [92] Dijkstra J, Buckman K, Ward D, et al. (2013) Experimental and Natural Warming Elevates Mercury Concentrations in Estuarine Fish. PLoS ONE 8: e58401. https://doi.org/10.1371/journal.pone.0058401
    [93] Dang F, Li Z, Zhong H (2019) Methylmercury and selenium interactions: Mechanisms and implications for soil remediation. Critical Reviews in Environmental Science and Technology 49: 1737-1768. https://doi.org/10.1080/10643389.2019.1583051 doi: 10.1080/10643389.2019.1583051
    [94] Li Y, Cai Y (2013) Progress in the study of mercury methylation and demethylation in aquatic environments. Chin Sci Bull 58: 177-185. https://doi.org/10.1007/s11434-012-5416-4 doi: 10.1007/s11434-012-5416-4
    [95] Perez P, Hintelman H, Quiroz W, et al. (2017) Critical evaluation of distillation procedure for the determination of methylmercury in soils samples. Chemosphere 186: 570-575. https://doi.org/10.1016/j.chemosphere.2017.08.034 doi: 10.1016/j.chemosphere.2017.08.034
    [96] Lund W (1990) Speciation analysis—why and how? Fresenius' Journal of Analytical Chemistry 337: 557-564. https://doi.org/10.1007/BF00322862 doi: 10.1007/BF00322862
    [97] Bernalte E, Salmanighabeshi S, Rueda-Holgado F (2015) Mercury pollution assessment in soil affected by industrial emissions using miniaturized ultrasonic probe extraction and ICP-MS. Int J Environ Sci Technol 12: 817-826. https://doi.org/10.1007/s13762-013-0461-3 doi: 10.1007/s13762-013-0461-3
    [98] Denmark I. S, Begu E, Arslan Z, et al. (2018) Removal of inorganic mercury by selective extraction and coprecipitation for determination of methylmercury in mercury-contaminated soils by chemical vapor generation inductively coupled plasma mass spectrometry (CVG-ICP-MS). Analytica chimica acta 1041: 68-77. https://doi.org/10.1016/j.aca.2018.08.049 doi: 10.1016/j.aca.2018.08.049
    [99] Saniewska D, Bełdowska M (2017) Mercury fractionation in soil and sediment samples using thermo-desorption method. Talanta 168: 152-161. https://doi.org/10.1016/j.talanta.2017.03.026 doi: 10.1016/j.talanta.2017.03.026
  • This article has been cited by:

    1. Waleed Mohamed Abd-Elhameed, Omar Mazen Alqubori, Naher Mohammed A. Alsafri, Amr Kamel Amin, Ahmed Gamal Atta, A Matrix Approach by Convolved Fermat Polynomials for Solving the Fractional Burgers’ Equation, 2025, 13, 2227-7390, 1135, 10.3390/math13071135
    2. Waleed Mohamed Abd-Elhameed, Omar Mazen Alqubori, Amr Kamel Amin, Ahmed Gamal Atta, Numerical Solutions for Nonlinear Ordinary and Fractional Duffing Equations Using Combined Fibonacci–Lucas Polynomials, 2025, 14, 2075-1680, 314, 10.3390/axioms14040314
    3. H. M. Ahmed, A New Shifted Chebyshev Galerkin Operational Matrix of Derivatives: Highly Accurate Method for a Nonlinear Singularly Perturbed Problem with an Integral Boundary Condition, 2025, 32, 1776-0852, 10.1007/s44198-025-00295-4
  • Reader Comments
  • © 2022 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(6151) PDF downloads(397) Cited by(13)

Figures and Tables

Figures(1)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog