Crop yield in sub-Saharan Africa is often limited by low phosphorus fertility. Farmers in the region can apply phosphate rock, which should increase the plant-available phosphorus level, but this may be prone to sorption in acid soils of the Sahel. The objective of this study was to determine phosphorus (P) sorption characteristics of four representative soil series in Sahelian Mali namely, Longorola (Gleysol), Danga (Fluvisol), Niessoumana (Arenosol) and Konobougou (Acrisol) under Tilemsi Phosphate Rock (TPR) treatment. Data for phosphorus sorption was obtained by equilibrating 5 g of soils for 7 days at room temperature in 50 ml of 0.01M CaCl2 containing six (6) rates of phosphate as TPR (0, 10, 20, 40, 80,160 mg/L). The linear form of the Langmuir equation was used to calculate sorption parameters of the soils. The Gleysol with the greatest clay content had the highest phosphorus sorption maximum which was over three times greater than that of the Acrisol with the least clay content. The sorption maxima in the range of 59–200 mg/kg were well estimated with Langmuir sorption isotherm (R2 ≥ 0.78). Soil organic matter and clay contents influenced phosphorus sorption from the TPR. The degree of phosphorus saturation ranged from 2.39 to 6.47 %, being greater in the Arenosol. In a two-season field experiment on the Haplic Acrisol, we tested on maize, the TPR in two forms (powder and pellet) in addition to water-soluble diammonium phosphate at different rates (0, 11 and 16 kg P /ha). The water-soluble DAP and TPR (powder) had similar effects (p < 0.05) on soil P availability but with DAP producing greater grain yields. This shows that application of TPR in powder form can improve phosphorus availability as water-soluble DAP with positive impact on grain yield. The study provides useful information on P sorption characteristics of TPR amendment in the Sahel.
Citation: Aliou Badara Kouyate, Vincent Logah, Robert Clement Abaidoo, Francis Marthy Tetteh, Mensah Bonsu, Sidiki Gabriel Dembélé. Phosphorus sorption characteristics in the Sahel: Estimates from soils in Mali[J]. AIMS Agriculture and Food, 2023, 8(4): 995-1009. doi: 10.3934/agrfood.2023053
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Crop yield in sub-Saharan Africa is often limited by low phosphorus fertility. Farmers in the region can apply phosphate rock, which should increase the plant-available phosphorus level, but this may be prone to sorption in acid soils of the Sahel. The objective of this study was to determine phosphorus (P) sorption characteristics of four representative soil series in Sahelian Mali namely, Longorola (Gleysol), Danga (Fluvisol), Niessoumana (Arenosol) and Konobougou (Acrisol) under Tilemsi Phosphate Rock (TPR) treatment. Data for phosphorus sorption was obtained by equilibrating 5 g of soils for 7 days at room temperature in 50 ml of 0.01M CaCl2 containing six (6) rates of phosphate as TPR (0, 10, 20, 40, 80,160 mg/L). The linear form of the Langmuir equation was used to calculate sorption parameters of the soils. The Gleysol with the greatest clay content had the highest phosphorus sorption maximum which was over three times greater than that of the Acrisol with the least clay content. The sorption maxima in the range of 59–200 mg/kg were well estimated with Langmuir sorption isotherm (R2 ≥ 0.78). Soil organic matter and clay contents influenced phosphorus sorption from the TPR. The degree of phosphorus saturation ranged from 2.39 to 6.47 %, being greater in the Arenosol. In a two-season field experiment on the Haplic Acrisol, we tested on maize, the TPR in two forms (powder and pellet) in addition to water-soluble diammonium phosphate at different rates (0, 11 and 16 kg P /ha). The water-soluble DAP and TPR (powder) had similar effects (p < 0.05) on soil P availability but with DAP producing greater grain yields. This shows that application of TPR in powder form can improve phosphorus availability as water-soluble DAP with positive impact on grain yield. The study provides useful information on P sorption characteristics of TPR amendment in the Sahel.
In this paper, we consider the two-dimensional viscous, compressible and heat conducting magnetohydrodynamic equations in the Eulerian coordinates (see [1])
{ρt+div(ρu)=0,(ρu)t+div(ρu⊗u)+∇P=μ△u+(μ+λ)∇(divu)+H⋅∇H−12∇|H|2,cv((ρθ)t+div(ρuθ))+Pdivu=κΔθ+λ(divu)2+ν|curlH|2+2μ|D(u)|2,Ht+u⋅∇H−H⋅∇u+Hdivu=νΔH,divH=0. | (1.1) |
Here x=(x1,x2)∈Ω is the spatial coordinate, Ω is a bounded smooth domain in R2, t≥0 is the time, and the unknown functions ρ=ρ(x,t), θ=θ(x,t), u=(u1,u2)(x,t) and H=(H1,H2)(x,t) denote, respectively, the fluid density, absolute temperature, velocity and magnetic field. In addition, the pressure P is given by
P(ρ)=Rθρ,(R>0), |
where R is a generic gas constant. The deformation tensor D(u) is defined by
D(u)=12(∇u+(∇u)tr). |
The shear viscosity μ and the bulk one λ satisfy the hypotheses as follows
μ>0,μ+λ≥0. |
Positive constants cv, κ and ν represent, respectively, the heat capacity, heat conductivity and magnetic diffusivity coefficient.
The initial condition and boundary conditions for Eq (1.1) are given as follows
(ρ,θ,u,H)(x,t=0)=(ρ0,θ0,u0,H0), | (1.2) |
∂θ∂n=0,u=0,H⋅n=0,curlH=0,on∂Ω, | (1.3) |
where n denotes the unit outward normal vector of ∂Ω.
Remark 1.1. The boundary condition imposed on H (1.3) is physical and means that the container is perfectly conducting, see [1,2,3,4].
In the absence of electromagnetic effect, namely, in the case of H≡0, the MHD system reduces to the Navier-Stokes equations. Due to the strong coupling and interplay interaction between the fluid motion and the magnetic field, it is rather complicated to investigate the well-posedness and dynamical behaviors of MHD system. There are a huge amount of literature on the existence and large time behavior of solutions to the Navier-Stokes system and MHD one due to the physical importance, complexity, rich phenomena and mathematical challenges, see [1,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26] and the reference therein. However, many physically important and mathematically fundamental problems are still open due to the lack of smoothing mechanism and the strong nonlinearity. When the initial density contain vacuum states, the local large strong solutions to Cauchy problem of 3D full MHD equations and 2D isentropic MHD system have been obtained, respectively, by Fan-Yu [5] and Lü-Huang [6]. For the global well-posedness of strong solutions, Li-Xu-Zhang [7] and Lü-Shi-Xu [8] established the global existence and uniqueness of strong solutions to the 3D and 2D MHD equations, respectively, provided the smooth initial data are of small total energy. In particular, the initial density can have compact support in [7,8]. Furthermore, Hu-Wang [9,10] and Fan-Yu [11] proved the global existence of renormalized solutions to the compressible MHD equations for general large initial data. However, it is an outstanding challenging open problem to establish the global well-posedness for general large strong solutions with vacuum.
Therefore, it is important to study the mechanism of blow-up and structure of possible singularities of strong (or smooth) solutions to the compressible MHD system (1.1). The pioneering work can be traced to Serrin's criterion [12] on the Leray-Hopf weak solutions to the 3D incompressible Navier-Stokes equations, that is
limt→T∗‖u‖Ls(0,t;Lr)=∞,for3r+2s=1,3<r≤∞, | (1.4) |
where T∗ is the finite blow up time. Later, He-Xin [13] established the same Serrin's criterion (1.4) for strong solutions to the incompressible MHD equations.
First of all, we recall several known blow-up criteria for the compressible Navier-Stokes equations. In the isentropic case, Huang-Li-Xin [14] established the Serrin type criterion as follows
limt→T∗(‖u‖Ls(0,t;Lr)+‖divu‖L1(0,t;L∞))=∞,for3r+2s=1,3<r≤∞. | (1.5) |
For the full compressible Navier-Stokes equations, Fan-Jiang-Ou [15] obtained that
limt→T∗(‖θ‖L∞(0,t;L∞)+‖∇u‖L1(0,t;L∞))=∞, | (1.6) |
under the condition
7μ>λ. | (1.7) |
Later, the restriction (1.7) was removed in Huang-Li-Xin [16]. Recently, Wang [17] established a blow-up criterion for the initial boundary value problem (IBVP) on a smooth bounded domain in R2, namely,
limt→T∗‖divu‖L1(0,t;L∞)=∞. | (1.8) |
Then, let's return to the compressible MHD system (1.1). Under the three-dimensional isentropic condition, Xu-Zhang [18] founded the same criterion (1.5) as [14]. For the three-dimensional full compressible MHD system, the criterion (1.6) is also established by Lu-Du-Yao [19] under the condition
μ>4λ. | (1.9) |
Soon, the restriction (1.9) was removed by Chen-Liu [20]. Later, for the Cauchy problem and the IBVP of three-dimensional full compressible MHD system, Huang-Li [21] proved that
limt→T∗(‖u‖Ls(0,t;Lr)+‖ρ‖L∞(0,t;L∞))=∞,for3r+2s≤1,3<r≤∞. | (1.10) |
Recently, Fan-Li-Nakamura [22] extended the results of [17] to the MHD system and established a blow-up criterion which depend only on H and divu as follows
limt→T∗(‖H‖L∞(0,t;L∞)+‖divu‖L1(0,t;L∞))=∞. | (1.11) |
In fact, if H≡0 in (1.11), the criterion (1.11) becomes (1.8).
The purpose of this paper is to loosen and weaken the regularity of H required in the blow-up criterion (1.11) for strong solutions of the IBVP (1.1)–(1.3).
In this paper, we denote
∫⋅dx≜∫Ω⋅dx. |
Furthermore, for s≥0 and 1≤r≤∞, we define the standard Lebesgue and Sobolev spaces as follows
{Lr=Lr(Ω),Ws,r=Ws,r(Ω),Hs=Ws,2,Ws,r0={f∈Ws,r|f=0on∂Ω},Hs0=Ws,20. |
To present our results, we first recall the local existence theorem of the strong solution. Fan-Yu [5] attained the local existence and uniqueness of strong solution with full compressible MHD system in R3. In fact, when Ω is a bounded domain in R2, the method applied in [5,23] can also be used to the case here. The corresponding result can be expressed as follows.
Theorem 1.1. (Local existence theorem) For q>2, assume that the initial data (ρ0,θ0,u0,H0) satisfies
{0≤ρ0∈W1,q,0≤θ0∈H2,u0∈H10∩H2,H0∈H2,divH0=0,∂θ0∂n|∂Ω=0,u0|∂Ω=0,H0⋅n|∂Ω=curlH0|∂Ω=0, | (1.12) |
and the compatibility conditions as follows
−μ△u0−(μ+λ)∇divu0+R∇(ρ0θ0)−H0⋅∇H0+12∇|H0|2=ρ1/20g1, | (1.13) |
−κ△θ0−2μ|D(u0)|2−λ(divu0)2−ν(curlH0)2=ρ1/20g2, | (1.14) |
for some g1,g2∈L2. Then there exists a time T0>0 such that the IBVP (1.1)–(1.3) has a unique strong solution (ρ,θ,u,H) on Ω×(0,T0] satisfying that
{0≤ρ∈C([0,T0];W1,q),ρt∈C([0,T0];Lq),(u,θ,H)∈C([0,T0];H2)∩L2(0,T0;W2,q),θ≥0,(ut,θt,Ht)∈L2(0,T0;H1),(√ρut,√ρθt,Ht)∈L∞(0,T0;L2). | (1.15) |
Then, our main result is stated as follows.
Theorem 1.2. Under the assumption of Theorem 1.1, suppose (ρ,θ,u,H) is the strong solution of the IBVP (1.1)–(1.3) obtained in Theorem 1.1. If T∗<∞ is the maximum existence time of the strong solution, then
limt→T∗(‖H‖L∞(0,t;Lb)+‖divu‖L1(0,t;L∞))=∞, | (1.16) |
for any b>2.
Remark 1.2. Compared to the blow-up criterion (1.11) attained in [22], Theorem 1.2 demonstrates some new message about the blow-up mechanism of the MHD system (1.1)–(1.3). Particularly, beside the same regularity on ‖divu‖L1(0,t;L∞) as (1.11) in [22], our result (1.16) improves the regularity on ‖H‖L∞(0,t;L∞) by relaxing it to ‖H‖L∞(0,t;Lb) for any b>2.
The rest of the paper is arranged as follows. We state several basic facts and key inequalities which are helpful for later analysis in Section 2. Sections 3 is devoted to a priori estimate which is required to prove Theorem 1.2, while we give its proof in Section 4.
In this section, we will recall several important inequalities and well-known facts. First of all, Gagliardo-Nirenberg inequality (see [27]) is described as follows.
Lemma 2.1. (Gagliardo-Nirenberg) For q∈(1,∞),r∈(2,∞) and s∈[2,∞), there exists some generic constant C>0 which may depend only on q,r and s such that for f∈C∞0(Ω), we have
‖f‖sLs(Ω)≤C‖f‖2L2(Ω)‖∇f‖s−2L2(Ω), | (2.1) |
‖g‖L∞(Ω)≤C‖g‖q(r−2)/(2r+q(r−2))Lq(Ω)‖∇g‖2r/(2r+q(r−2))Lr(Ω). | (2.2) |
Then, we give several regularity results for the following Lamé system with Dirichlet boundary condition (see [24])
{LU≜μΔU+(μ+λ)∇divU=F,x∈Ω,U=0,x∈∂Ω. | (2.3) |
We assume that U∈H10 is a weak solution of the Lamé system, due to the uniqueness of weak solution, it could be denoted by U=L−1F.
Lemma 2.2. Let r∈(1,∞), then there exists some generic constant C>0 depending only on μ,λ,r and Ω such that
● If F∈Lr, then
‖U‖W2,r(Ω)≤C‖F‖Lr(Ω). | (2.4) |
● If F∈W−1,r (i.e., F=divf with f=(fij)2×2,fij∈Lr), then
‖U‖W1,r(Ω)≤C‖f‖Lr(Ω). | (2.5) |
Furthermore, for the endpoint case, if fij∈L2∩L∞, then ∇U∈BMO(Ω) and
‖∇U‖BMO(Ω)≤C‖f‖L∞(Ω)+C‖f‖L2(Ω). | (2.6) |
The following Lp-bound for elliptic systems, whose proof is similar to that of [28,Lemma 12], is a direct consequence of the combination of a well-known elliptic theory due to Agmon-Douglis-Nirenberg[29,30] with a standard scaling procedure.
Lemma 2.3. For k≥0 and p>1, there exists a constant C>0 depending only on k and p such that
‖∇k+2v‖Lp(Ω)≤C‖Δv‖Wk,p(Ω), | (2.7) |
for every v∈Wk+2,p(Ω) satisfying either
v⋅n=0,rotv=0,on ∂Ω, |
or
v=0,on ∂Ω. |
Finally, we give two critical Sobolev inequalities of logarithmic type, which are originally due to Brezis-Gallouet [31] and Brezis-Wainger [32].
Lemma 2.4. Let Ω⊂R2 be a bounded Lipschitz domain and f∈W1,q with q>2, then it holds that
‖f‖L∞(Ω)≤C‖f‖BMO(Ω)ln(e+‖f‖W1,q(Ω))+C, | (2.8) |
with a constant C depending only on q.
Lemma 2.5. Let Ω⊂R2 be a smooth domain and f∈L2(s,t;H10∩W1,q) with q>2, then it holds that
‖f‖2L2(s,t;L∞)≤C‖f‖2L2(s,t;H1)ln(e+‖f‖L2(s,t;W1,q))+C, | (2.9) |
with a constant C depending only on q.
Let (ρ,θ,u,H) be the strong solution of the IBVP (1.1)–(1.3) obtained in Theorem 1.1. Assume that (1.16) is false, namely, there exists a constant M>0 such that
limt→T∗(‖H‖L∞(0,t;Lb)+‖divu‖L1(0,t;L∞))≤M<∞,for anyb>2. | (3.1) |
First of all, the upper bound of the density can be deduced from (1.1)1 and (3.1), see [14,Lemma 3.4].
Lemma 3.1. Under the assumptions of Theorem 1.2 and (3.1), it holds that for any t∈[0,T∗),
sup0≤s≤t‖ρ‖L1∩L∞≤C, | (3.2) |
where (and in what follows) C represents a generic positive constant depending only on μ,λ,cv,κ, ν, q, b, M, T∗ and the initial data.
Then, we give the following estimates, which are similar to the energy estimates.
Lemma 3.2. Under the assumptions of Theorem 1.2 and (3.1), it holds that for any t∈[0,T∗),
sup0≤s≤t(‖ρθ‖L1+‖ρ1/2u‖2L2+‖H‖2L2)+∫t0(‖∇u‖2L2+‖∇H‖2L2)ds≤C. | (3.3) |
Proof. First, using the standard maximum principle to (1.1)3 together with θ0≥0 (see [15,25]) gives
infΩ×[0,t]θ(x,t)≥0. | (3.4) |
Then, utilizing the standard energy estimates to (1.1) shows
sup0≤s≤t(‖ρθ‖L1+‖ρ1/2u‖2L2+‖H‖2L2)≤C. | (3.5) |
Next, adding (1.1)2 multiplied by u to (1.1)4 multiplied by H, and integrating the summation by parts, we have
12ddt(‖ρ1/2u‖2L2+‖H‖2L2)+μ‖∇u‖2L2+ν‖∇H‖2L2+(μ+λ)‖divu‖2L2≤C‖ρθ‖L1‖divu‖L∞, | (3.6) |
where one has used the following well-known fact
‖∇H‖L2≤C‖curlH‖L2, | (3.7) |
due to divH=0 and H⋅n|∂Ω=0.
Hence, the combination of (3.6) with (3.1), (3.4) and (3.5) yields (3.3). This completes the proof of Lemma 3.2.
The following lemma shows the estimates on the spatial gradients of both the velocity and the magnetic, which are crucial for obtaining the higher order estimates of the solution.
Lemma 3.3. Under the assumptions of Theorem 1.2 and (3.1), it holds that for any t∈[0,T∗),
sup0≤s≤t(‖ρ1/2θ‖2L2+‖∇u‖2L2+‖curlH‖2L2)+∫t0(‖ρ1/2˙u‖2L2+‖∇θ‖2L2+‖Ht‖2L2+‖ΔH‖2L2)ds≤C, | (3.8) |
where ˙f≜u⋅∇f+ft represents the material derivative of f.
Proof. Above all, multiplying the equation (1.1)3 by θ and integrating by parts yield
cv2ddt‖ρ1/2θ‖2L2+κ‖∇θ‖2L2≤ν∫θ|curlH|2dx+C∫θ|∇u|2dx+C‖ρ1/2θ‖2L2‖divu‖L∞. | (3.9) |
Firstly, integration by parts together with (3.1) and Gagliardo-Nirenberg inequality implies that
ν∫θ|curlH|2dx≤C‖∇θ‖L2‖H‖Lb‖∇H‖L˜b+C‖θ‖L˜b‖H‖Lb‖∇2H‖L2≤C‖∇θ‖L2‖∇H‖L˜b+C‖∇2H‖L2(‖∇θ‖L2+1)≤ε‖∇θ‖2L2+C‖∇2H‖2L2+C(‖∇H‖2L2+1), | (3.10) |
where ˜b≜2bb−2>2 satisfies 1/b+1/˜b=1/2, and in the second inequality where one has applied the estimate as follows
‖θ‖Lr≤C(‖∇θ‖L2+1),for anyr≥1. | (3.11) |
Indeed, denote the average of θ by ˉθ=1|Ω|∫θdx, it follows from (3.2) and (3.3) that
ˉθ∫ρdx≤∫ρθdx+∫ρ|θ−ˉθ|dx≤C+C‖∇θ‖L2, | (3.12) |
which together with Poincaré inequality yields
‖θ‖L2≤C(1+‖∇θ‖L2). | (3.13) |
And consequently, (3.11) holds.
Secondly, according to [17,21,33], Multiplying equations (1.1)2 by uθ and integrating by parts yield
μ∫θ|∇u|2dx+(μ+λ)∫θ|divu|2dx=−∫ρ˙u⋅θudx−μ∫u⋅∇θ⋅∇udx−(μ+λ)∫divuu⋅∇θdx−∫∇P⋅θudx+∫H⋅∇H⋅θudx−12∫∇|H|2⋅θudx≜6∑i=1Ii. | (3.14) |
Using the same arguments in [17,33], we have
4∑i=1Ii≤η‖ρ1/2˙u‖2L2+ε‖∇θ‖2L2+C‖ρ1/2θ‖2L2‖divu‖L∞+C(‖ρ1/2θ‖2L2+‖∇u‖2L2)‖u‖2L∞. | (3.15) |
Besides, according to (3.1) and (3.11) yields
6∑i=5Ii≤C‖θ‖L˜b‖H‖Lb‖∇H‖L2‖u‖L∞≤ε‖∇θ‖2L2+C‖∇H‖2L2‖u‖2L∞+C. | (3.16) |
Substituting (3.10), (3.15) and (3.16) into (3.9), and choosing ε suitably small, we have
cvddt‖ρ1/2θ‖2L2+κ‖∇θ‖2L2≤2η‖ρ1/2˙u‖2L2+C1‖ΔH‖2L2+C(‖ρ1/2θ‖2L2+‖∇u‖2L2+‖∇H‖2L2+1)(‖divu‖L∞+‖u‖2L∞+1), | (3.17) |
where one has applied the key fact as follows
‖∇2H‖L2≤C‖ΔH‖L2. | (3.18) |
Furthermore, it follows from (3.1) and (1.1)4 that
‖Ht‖2L2+ν2‖ΔH‖2L2+νddt‖curlH‖2L2≤C‖∇u‖L2‖∇u‖L2˜b‖H‖Lb‖H‖L2˜b+C‖∇H‖2L2‖u‖2L∞≤C‖∇u‖L2‖∇u‖L2˜b(‖∇H‖L2+1)+C‖∇H‖2L2‖u‖2L∞. | (3.19) |
In order to estimate ‖∇u‖L2˜b, according to [24,26], we divide u into v and w. More precisely, let
u=v+w,andv=L−1∇P, | (3.20) |
then we get
Lw=ρ˙u−H⋅∇H+12∇|H|2. | (3.21) |
And hence, Lemma 2.2 implies that for any r>1,
‖∇v‖Lr≤C‖θρ‖Lr, | (3.22) |
and
‖∇2w‖Lr≤C‖ρ˙u‖Lr+C‖|H||∇H|‖Lr. | (3.23) |
Consequently, it follows from Gagliardo-Nirenberg inequality, (3.2), (3.11), (3.20), (3.22) and (3.23) that for any s≥2,
‖∇u‖Ls≤C‖∇v‖Ls+C‖∇w‖Ls≤C‖ρθ‖Ls+C‖∇w‖L2+C‖∇w‖2/sL2‖∇2w‖1−2/sL2≤C‖ρθ‖Ls+C‖∇w‖L2+C‖∇w‖2/sL2(‖ρ˙u‖L2+‖|H||∇H|‖L2)1−2/s≤η‖ρ1/2˙u‖L2+C‖ρθ‖Ls+C‖∇w‖L2+C‖|H||∇H|‖L2≤η‖ρ1/2˙u‖L2+C‖∇u‖L2+C‖∇θ‖L2+C‖∇H‖L2+C‖ΔH‖L2+C. | (3.24) |
Putting (3.24) into (3.19) and utilizing Young inequality lead to
‖Ht‖2L2+ν22‖ΔH‖2L2+νddt‖curlH‖2L2≤ε‖∇θ‖2L2+η‖ρ1/2˙u‖2L2+C(‖∇u‖2L2+‖u‖2L∞+1)(‖∇H‖2L2+1). | (3.25) |
Adding (3.25) multiplied by 2ν−2(C1+1) to (3.17) and choosing ε suitably small, we have
κ2‖∇θ‖2L2+2ν−2(C1+1)‖Ht‖2L2+‖ΔH‖2L2+ddt(cv‖ρ1/2θ‖2L2+2ν−1(C1+1)‖curlH‖2L2)≤C(‖ρ1/2θ‖2L2+‖∇u‖2L2+‖∇H‖2L2+1)(‖∇u‖2L2+‖u‖2L∞+‖divu‖L∞+1)+Cη‖ρ1/2˙u‖2L2. | (3.26) |
Then, multiplying (1.1)2 by ut and integrating by parts, we get
12ddt(μ‖∇u‖2L2+(μ+λ)‖divu‖2L2)+‖ρ1/2˙u‖2L2≤η‖ρ1/2˙u‖2L2+C‖∇u‖2L2‖u‖2L∞+ddt(∫Pdivudx+12∫|H|2divudx−∫H⋅∇u⋅Hdx)−∫Ptdivudx−∫H⋅Htdivudx+∫Ht⋅∇u⋅Hdx+∫H⋅∇u⋅Htdx. | (3.27) |
Notice that
∫Ptdivudx=∫Ptdivvdx+∫Ptdivwdx, | (3.28) |
integration by parts together with (3.20) leads to
∫Ptdivvdx=12ddt((μ+λ)‖divv‖2L2+μ‖∇v‖2L2). | (3.29) |
Moreover, define
E≜cvθ+12|u|2, |
according to (1.1) that E satisfies
(ρE)t+div(ρuE+Pu)=Δ(κθ+12μ|u|2)+μdiv(u⋅∇u)+λdiv(udivu)+H⋅∇H⋅u−12u⋅∇|H|2+ν|curlH|2. | (3.30) |
Motivated by [17,21], it can be deduced from (3.30) that
−∫Ptdivwdx=−Rcv(∫(ρE)tdivwdx−∫12(ρ|u|2)tdivwdx)=−Rcv{∫((cv+R)ρθu+12ρ|u|2u−κ∇θ−μ∇u⋅u−μu⋅∇u−λudivu)⋅∇divwdx−12∫ρ|u|2u⋅∇divwdx−∫ρ˙u⋅udivwdx−∫divHH⋅udivwdx−∫H⋅∇u⋅Hdivwdx−∫(H⋅u)H⋅∇divwdx+12∫divu|H|2divwdx+12∫|H|2u⋅∇divwdx−ν∫∇divw×curlH⋅Hdx−ν∫curl(curlH)⋅Hdivwdx}≤Cη‖ρ1/2˙u‖2L2+C‖∇θ‖2L2+C‖ΔH‖2L2+C(‖∇u‖2L2+‖u‖2L∞+1)(‖ρ1/2θ‖2L2+‖∇u‖2L2+‖∇H‖2L2+1). | (3.31) |
Additionally, combining (3.1) and (3.24) yields
∫Ht⋅∇u⋅Hdx+∫H⋅∇u⋅Htdx−∫H⋅Htdivudx≤C‖Ht‖2L2+C‖∇u‖2L˜b‖H‖2Lb≤Cη‖ρ1/2˙u‖2L2+C(‖Ht‖2L2+‖∇θ‖2L2+‖∇u‖2L2+‖∇H‖2L2+‖ΔH‖2L2+1). | (3.32) |
Substituting (3.28), (3.29), (3.31) and (3.32) into (3.27) yields
‖ρ1/2˙u‖2L2+ddt(μ2(‖∇u‖2L2+‖∇v‖2L2)+μ+λ2(‖divu‖2L2+‖divv‖2L2)−A(t))≤C2(‖∇θ‖2L2+‖Ht‖2L2+‖ΔH‖2L2)+Cη‖ρ1/2˙u‖2L2+C(‖∇u‖2L2+‖u‖2L∞+1)(‖∇u‖2L2+‖∇H‖2L2+‖ρ1/2θ‖2L2+1), | (3.33) |
where
A(t)≜12∫|H|2divudx+∫Pdivudx−∫H⋅∇u⋅Hdx, | (3.34) |
satisfies
A(t)≤μ4‖∇u‖2L2+C3(‖ρ1/2θ‖2L2+‖curlH‖2L2+1). | (3.35) |
Recalling the inequality (3.26), let
C4=min{2ν−2(C1+1),κ2,1},C5=min{2ν−1(C1+1),cv}, | (3.36) |
adding (3.26) multiplied by C6=max{C−14(C2+1),C−15(C3+1)} into (3.33) and choosing η suitably small, we have
ddt˜A(t)+12‖ρ1/2˙u‖2L2+‖∇θ‖2L2+‖Ht‖2L2+‖ΔH‖2L2≤C(‖ρ1/2θ‖2L2+‖∇u‖2L2+‖∇H‖2L2+1)(‖∇u‖2L2+‖u‖2L∞+‖divu‖L∞+1), | (3.37) |
where
˜A(t)≜C6(cv‖ρ1/2θ‖2L2+2ν−1(C1+1)‖curlH‖2L2)+μ2(‖∇u‖2L2+‖∇v‖2L2)+μ+λ2(‖divu‖2L2+‖divv‖2L2)−A(t), | (3.38) |
satisfies
‖ρ1/2θ‖2L2+μ4‖∇u‖2L2+‖curlH‖2L2−C≤˜A(t)≤C‖ρ1/2θ‖2L2+C‖∇u‖2L2+C‖curlH‖2L2+C. | (3.39) |
Finally, integrating (3.37) over (τ,t), along with (3.39) yields
ψ(t)≤C∫tτ(‖∇u‖2L2+‖u‖2L∞+‖divu‖L∞+1)ψ(s)ds+Cψ(τ), | (3.40) |
where
ψ(t)≜∫t0(‖ρ1/2˙u‖2L2+‖∇θ‖2L2+‖Ht‖2L2+‖ΔH‖2L2)ds+‖ρ1/2θ‖2L2+‖∇u‖2L2+‖curlH‖2L2+1. | (3.41) |
Combined with (3.1), (3.3) and Gronwall inequality implies that for any 0<τ≤t<T∗,
ψ(t)≤Cψ(τ)exp{∫tτ(‖∇u‖2L2+‖u‖2L∞+‖divu‖L∞+1)ds}≤Cψ(τ)exp{∫tτ‖u‖2L∞ds}. | (3.42) |
Utilizing Lemma 2.5, we have
‖u‖2L2(τ,t;L∞)≤C‖u‖2L2(τ,t;H1)ln(e+‖u‖L2(τ,t;W1,b))+C. | (3.43) |
Combining (3.1), (3.2), (3.11), (3.22), (3.23) and Sobolev inequality leads to
‖u‖W1,b≤‖v‖W1,b+C‖w‖W2,2b/(b+2)≤C‖ρ˙u‖L2b/(b+2)+C‖ρθ‖Lb+C‖u‖L2+C‖|H||∇H|‖L2b/(b+2)≤C‖ρ1/2‖Lb‖ρ1/2˙u‖L2+C‖∇θ‖L2+C‖∇u‖L2+C‖H‖Lb‖∇H‖L2+C≤C‖ρ1/2˙u‖L2+C‖∇θ‖L2+C‖∇u‖L2+C‖∇H‖L2+C, | (3.44) |
this implies that
‖u‖L2(τ,t;W1,b)≤Cψ1/2(t). | (3.45) |
Substituting (3.45) into (3.43) indicates
‖u‖2L2(τ,t;L∞)≤C+C‖u‖2L2(τ,t;H1)ln(Cψ(t))≤C+ln(Cψ(t))C7‖u‖2L2(τ,t;H1). | (3.46) |
Using (3.3), one can choose some τ which is close enough to t such that
C7‖u‖2L2(τ,t;H1)≤12, | (3.47) |
which together with (3.42) and (3.46) yields
ψ(t)≤Cψ2(τ)≤C. | (3.48) |
Noticing the definition of ψ in (3.41), we immediately have (3.8). The proof of Lemma 3.3 is completed.
Now, we show some higher order estimates of the solutions which are needed to guarantee the extension of local solution to be a global one under the conditions (1.12)–(1.14) and (3.1).
Lemma 3.4. Under the assumptions of Theorem 1.2 and (3.1), it holds that for any t∈[0,T∗),
sup0≤s≤t(‖ρ‖W1,q+‖θ‖H2+‖u‖H2+‖H‖H2)≤C. | (3.49) |
Proof. First, it follows from (3.8), Gagliardo-Nirenberg and Poincaré inequalities that for 2≤q<∞,
‖u‖Lq+‖H‖Lq≤C. | (3.50) |
Combining (1.1)4, (3.3), (3.8) and (3.18) yields
‖H‖H2+‖∇H‖2L4≤C‖∇u‖L4+C‖Ht‖L2+C. | (3.51) |
Furthermore, it can be deduced from (3.8), (3.24), (3.50) and (3.51) that
‖∇u‖L4≤C‖ρ1/2˙u‖L2+C‖∇θ‖L2+C‖Ht‖L2+C. | (3.52) |
Then, according to (3.11) and Sobolev inequality, we get
‖θ‖2L∞≤ε‖∇2θ‖2L2+C‖∇θ‖2L2+C, | (3.53) |
which combined with (1.1)3, (3.8), and choosing ε suitably small yield
‖θ‖2H2≤C‖ρ1/2˙θ‖2L2+C‖∇θ‖2L2+C‖∇u‖4L4+C‖∇H‖4L4+C. | (3.54) |
Therefore, the combination of (3.51) and (3.52) yields
sup0≤s≤t(‖θ‖Lr+‖∇θ‖L2+‖∇u‖L4+‖H‖H2+‖∇H‖L4)≤C,∀r≥1. | (3.55) |
Together with (3.53) and (3.54) gives
sup0≤s≤t(‖θ‖H2+‖θ‖L∞)≤C. | (3.56) |
Now, we bound ‖∇ρ‖W1,q and ‖u‖H2. For r∈[2,q], it holds that
ddt‖∇ρ‖Lr≤C‖∇ρ‖Lr(‖∇u‖L∞+1)+C‖∇2u‖Lr≤C‖∇ρ‖Lr(‖∇v‖L∞+‖∇w‖L∞+1)+C‖∇2v‖Lr+C‖∇2w‖Lr≤C‖∇ρ‖Lr(‖∇v‖L∞+‖∇w‖L∞+1)+C‖∇2w‖Lr+C, | (3.57) |
where in the last inequality one has applied the following fact
‖∇2v‖Lr≤C‖∇ρ‖Lr+C. | (3.58) |
Taking (3.2), (3.56), (3.58) and Lemmas 2.2–2.4, we get
‖∇v‖L∞≤Cln(e+‖∇ρ‖Lr)+C. | (3.59) |
Putting (3.59) into (3.57), it can be deduced from Gronwall inequality that
‖∇ρ‖Lr≤C. | (3.60) |
Finally, let r=2 in (3.60), according to Lemma 2.2, (3.50), (3.55) and (3.58) yields
‖u‖H2≤C. | (3.61) |
Therefore, together with (3.55), (3.56), (3.60) and (3.61), we get (3.49). The proof of Lemma 3.4 is completed.
With the priori estimates in Lemmas 3.1–3.4, we can prove Theorem 1.2.
Proof of Theorem 1.2. Assume that (1.16) is false, namely, (3.1) holds. Notice that the general constant C in Lemmas 3.1–3.4 is independent of t, that is, all the priori estimates attained in Lemmas 3.1–3.4 are uniformly bounded for any t≤T∗. Therefore, the function
(ρ,θ,u,H)(x,T∗)≜limt→T∗(ρ,θ,u,H)(x,t) |
satisfies the initial conditions (1.12) at t=T∗.
Due to
(ρ˙u,ρ˙θ)(x,T∗)=limt→T∗(ρ˙u,ρ˙θ)∈L2, |
therefore
−μ△u−(μ+λ)∇divu+R∇(ρθ)−H⋅∇H+12∇|H|2|t=T∗=ρ1/2(x,T∗)g1(x),−κ△θ−2μ|D(u)|2−λ(divu)2−ν(curlH)2|t=T∗=ρ1/2(x,T∗)g2(x), |
with
g1(x)≜{ρ−1/2(x,T∗)(ρ˙u)(x,T∗),forx∈{x|ρ(x,T∗)>0},0,forx∈{x|ρ(x,T∗)=0}, |
and
g2(x)≜{ρ−1/2(x,T∗)(cvρ˙θ+Rθρdivu)(x,T∗),forx∈{x|ρ(x,T∗)>0},0,forx∈{x|ρ(x,T∗)=0}, |
satisfying g1,g2∈L2. Thus, (ρ,θ,u,H)(x,T∗) also satisfies (1.13) and (1.14).
Hence, Theorem 1.1 shows that we could extend the local strong solutions beyond T∗, while taking (ρ,θ,u,H)(x,T∗) as the initial data. This contradicts the hypothesis of Theorem 1.2 that T∗ is the maximum existence time of the strong solution. This completes the proof of theorem 1.2.
This paper concerns the blow-up criterion for the initial boundary value problem of the two-dimensional full compressible magnetohydrodynamic equations in the Eulerian coordinates. When the initial density allowed to vanish, and the magnetic field H satisfies the perfect conducting boundary condition H⋅n=curlH=0, we prove the blow-up criterion limt→T∗(‖H‖L∞(0,t;Lb)+‖divu‖L1(0,t;L∞))=∞ for any b>2, which depending on both H and divu.
The author sincerely thanks the editors and anonymous reviewers for their insightful comments and constructive suggestions, which greatly improved the quality of the paper. The research was partially supported by the National Natural Science Foundation of China (No.11971217).
The author declares no conflict of interest in this paper.
[1] | Bationo A, Rhodes E, Smaling EMA, et al. (1996) Technologies for restoring soil fertility. In: Restoring and maintaining the productivity of West African soils: Key to sustainable development, 61–72. Available from: https://pdf.usaid.gov/pdf_docs/PNABY620.pdf. |
[2] |
Boureima S, Mahaman IL (2020) Effets de la déficience en phosphore du sol sur la croissance et le développement du Sésame (Sesanum indicum L.). Int J Biol Chem Sci 14: 1014–1024. https://doi.org/10.4314/ijbcs.v14i3.28 doi: 10.4314/ijbcs.v14i3.28
![]() |
[3] | Pierzynski GM, McDowell RW, Sim TJ (2005) Chemistry, cycling, and potential movement of inorganic phosphorus in soils. In: Phosphorus: Agriculture and the environment. American Society of Agronomy, Inc., Crop Science Society. https://doi.org/10.2134/agronmonogr46.c3 |
[4] | Lindsay WL, Vlek PLG, Chien SH (1989) Phosphate minerals. In: Dixon JB, Weed SB (Eds) Minerals in soil environments, Soil Science Society of America, Inc. https://doi.org/10.2136/sssabookser1.2ed.c22 |
[5] |
Devau N, Le Cadre, E, Hinsinger P, et al. (2010) A mechanistic model for understanding root-induced chemical changes controlling phosphorus availability. Ann Bot 105: 1183–1197. https://doi.org/10.1093/aob/mcq098 doi: 10.1093/aob/mcq098
![]() |
[6] |
Debicka M, Kocowicz, A, Weber J, et al. (2016) Organic matter effects on phosphorus sorption in sandy soils. Arch Agron Soil Sci 62: 840–855. https://doi.org/10.1080/03650340.2015.1083981 doi: 10.1080/03650340.2015.1083981
![]() |
[7] |
Ohno T, Griffin TS, Liebman M, et al. (2005) Chemical characterization of soil phosphorus and organic matter in different cropping systems in Maine, U.S.A. Agr Ecosyst Environ 105: 625–634. https://doi.org/10.1016/j.agee.2004.08.001 doi: 10.1016/j.agee.2004.08.001
![]() |
[8] |
Babana AH, Antoun H (2006) Effect of Tilemsi phosphate rock-solubilizing microorganisms on phosphorus uptake and yield of field-grown wheat (Triticum aestivum L.) in Mali. Plant Soil 287: 51–58. https://doi.org/10.1007/s11104-006-9060-0 doi: 10.1007/s11104-006-9060-0
![]() |
[9] |
Bationo A, Ayuk E, Ballo D, et al. (1997) Agronomic and economic evaluation of Tilemsi phosphate rock in different agroecological zones of Mali. Nutr Cycl Agroecosys 48: 179–189. https://doi.org/10.1023/A:1009784812549 doi: 10.1023/A:1009784812549
![]() |
[10] | FAO (Food and Agriculture Organization) (1990) Soil Map of the World—Revised Legend. 4th Draft, Rome. |
[11] | Keita B (2000) Les sols dominants du Mali. In: Quatorzième Réunion du Sous-Comité ouest et centre africain de corrélation des sols pour la mise en valeur des terres, Available from: https://www.fao.org/3/y3948f/y3948f00.htm#toc. |
[12] |
Anderson JM, Ingram JSI (1990) Tropical soil biology and fertility: A handbook of methods. J Ecol 78: 547–548. https://doi.org/10.2307/2261129 doi: 10.2307/2261129
![]() |
[13] |
Nelson DW, Sommers LE (1982) Total nitrogen analysis for soil and plant tissues. J Assoc Off Anal Chem 63: 770–778. https://doi.org/10.1093/jaoac/63.4.770 doi: 10.1093/jaoac/63.4.770
![]() |
[14] | Rhoades JD (1982) Cation exchange capacity. In: Methods of soil analysis. Part 2. 2nd ed. Agronomy. Monograph. 9. ASA and SSSA, Madison, WI. |
[15] |
Hue NV, Fox RL (2010) Predicting plant phosphorus requirements for Hawaii soils using a combination of phosphorus sorption isotherms and chemical extraction methods. Commun Soil Sci Plant Anal 4: 133–143. https://doi.org/10.1080/00103620903426949 doi: 10.1080/00103620903426949
![]() |
[16] |
Guo X, Wang J (2019) Comparison of linearization methods for modeling the Langmuir adsorption isotherm. J Mol Liq 296: 11850. https://doi.org/10.1016/j.molliq.2019.111850 doi: 10.1016/j.molliq.2019.111850
![]() |
[17] |
Paultley MC, Sims JT (2000) Relationships between soil phosphorus, soluble phosphorus saturation in Delaware soils. Soil Sci Soc Am J 64: 765–773. https://doi.org/10.2136/sssaj2000.642765x doi: 10.2136/sssaj2000.642765x
![]() |
[18] |
Kablan R, Yost RS, Brannan K, et al. (2008) Aménagement en courbes de niveau "Increasing rainfall capture, storage, and drainage in soils of Mali. Ari Land Res Manag 22: 62–80. https://doi.org/10.1080/15324980701784191 doi: 10.1080/15324980701784191
![]() |
[19] |
Tamungang NEB, Mvondo-Ze AD, Ghogomu, JN, et al. (2016). Evaluation of phosphorus sorption characteristics of soils from the Bambouto sequence (West Cameroon). Int J Biol Chem Sci 10: 860–874. https://doi.org/10.4314/ijbcs.v10i2.33 doi: 10.4314/ijbcs.v10i2.33
![]() |
[20] |
Hanyabui E, Apori SO, Frimpong KA, et al. (2020) Phosphorus sorption in tropical soils. AIMS Agric Food 5: 599–616. https://doi.org/10.3934/agrfood.2020.4.599 doi: 10.3934/agrfood.2020.4.599
![]() |
[21] |
Wang X, Yost RS, Linquist BA (2001) Soil aggregate size affects phosphorus desorption from highly weathered soils and plant growth. Soil Sci Soc Am J 65: 139–146. https://doi.org/10.2136/sssaj2001.651139x doi: 10.2136/sssaj2001.651139x
![]() |
[22] | Pissarides AS (1996) Phosphorus adsorption by selected clay minerals. Ph D Thesis, University of Saskatchewan. Available from: http://hdl.handle.net/10388/etd-10042010-081741. |
[23] |
Borggard OK, Jorgensen SS, Moberg JP, et al. (1990) Influence of organic matter on phosphate adsorption by aluminium and iron oxides in sandy soils. J Soil Sci 41: 443–449. https://doi.org/10.1111/j.1365-2389.1990.tb00078.x doi: 10.1111/j.1365-2389.1990.tb00078.x
![]() |
[24] |
Yang X. Chen X, Yang Y (2019) Effect of organic matter on phosphorus adsorption and desorption in a black soil from Northeast China. Soil Till Res 187: 85–91. https://doi.org/10.1016/j.still.2018.11.016 doi: 10.1016/j.still.2018.11.016
![]() |
[25] |
Hiradate S, Uchida N (2004) Effects of soil organic matter on pH-dependent phosphate sorption by soils. Soil Sci Plant Nutr 50: 665–675. https://doi.org/10.1080/00380768.2004.10408523 doi: 10.1080/00380768.2004.10408523
![]() |
[26] |
Wang L, Liang T (2014) Effects of exogenous rare earth elements on phosphorus adsorption and desorption in different types of soils. Chemosphere 103: 148–155. https://doi.org/10.1016/j.chemosphere.2013.11.050 doi: 10.1016/j.chemosphere.2013.11.050
![]() |
[27] |
Bortoluzzi EC, Pérez CAS, Ardisson JD, et al. (2015) Occurrence of iron and aluminum sesquioxides and their implications for the P sorption in subtropical soils. Appl Clay Sci 104: 196–204. https://doi.org/10.1016/j.clay.2014.11.032 doi: 10.1016/j.clay.2014.11.032
![]() |
[28] |
Hunt JF, Ohno T, He Z (2007) Inhibition of phosphorus sorption to goethite, gibbsite, and kaolin by fresh and decomposed organic matter. Biol Fertil Soil 44: 277–288. https://doi.org/10.1007/s00374-007-0202-1 doi: 10.1007/s00374-007-0202-1
![]() |
[29] | Sample EC, Soper RJ, Racz GJ (1980) Reactions of phosphate fertilizers in soils. In: The role of phosphorus in agriculture 55: 90–95. https://doi.org/10.2134/1980.roleofphosphorus.c12 |
[30] |
Tening AS, Foba-Tendo JN, Yakum-Ntaw SY, et al. (2013). Phosphorus fixing capacity of a volcanic soil on the slope of mount Cameroon. Agric Biol J N Am 4: 166–174. https://doi.org/10.5251/abjna.2013.4.3.166.174 doi: 10.5251/abjna.2013.4.3.166.174
![]() |
[31] |
Dodor DE, Oya K (2000) Phosphate sorption characteristics of major soils in Okinawa, Japan. Commun Soil Sci Plant Anal 31: 277–288. https://doi.org/10.1080/00103620009370436 doi: 10.1080/00103620009370436
![]() |
[32] |
Naidu R, Syers JK, Tillman RW (1990) Effect of liming on phosphate soption by acid soils. J Soil Sci 41: 165–175. https://doi.org/10.1111/j.1365-2389.1990.tb00054.x doi: 10.1111/j.1365-2389.1990.tb00054.x
![]() |
[33] | Lalljee B (1997). Phosphorous fixation as influenced by soil characteristics of some mauritian soils. Food and Agricultural Research Council, Réduit, Mauritius, 115–121. Available from: https://www.researchgate.net/publication/239582181. |
[34] | Asomaning SK, Abekoe MK, Dowuona GNN (2018) Phosphorus sorption capacity in relation to soil properties in profiles of sandy soils of the Keta sandpit in Ghana. West Afr J Appl Ecol 27: 49–60. |
[35] | Batjes NH (2011) Global distribution of soil phosphorus retention potential. Wageningen, ISRIC-World Soil Information (with dataset), ISRIC Report 2011/06. Available from: https://www.isric.org/sites/default/files/isric_report_2011_06.pdf. |
[36] |
Sims JT, Simard, RR, Joern BC (1998) Phosphorus loss in agricultural drainage: Historical perspective and current research. J Environ Qual 27: 277–293. https://doi.org/10.2134/jeq1998.00472425002700020006x doi: 10.2134/jeq1998.00472425002700020006x
![]() |
[37] | Logah V, Atobrah V, Essel B, et al. (2013) Phosphorus uptake and partitioning in maize as affected by tillage on Dystric Cambisol and Ferric Acrisol in Ghana. J Ghana Sci Assoc 15: 9–23. |
[38] |
Okebalama CB, Safo EY, Yeboah E, et al. (2019) Vegetative and reproductive performance of maize to nitrogen and phosphorus fertilizers in Plinthic Acrisol and Gleyic Plinthic Acrisol. J Plant Nutr 42: 559–579. https://doi.org/10.1080/01904167.2019.1567775 doi: 10.1080/01904167.2019.1567775
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