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. 2024 Mar 10;14:5839. doi: 10.1038/s41598-024-56477-5

Study of multi-dimensional problems arising in wave propagation using a hybrid scheme

Jinxing Liu 1, Muhammad Nadeem 2, M S Osman 3, Yahya Alsayaad 4,
PMCID: PMC10925595  PMID: 38462649

Abstract

Many scientific phenomena are linked to wave problems. This paper presents an effective and suitable technique for generating approximation solutions to multi-dimensional problems associated with wave propagation. We adopt a new iterative strategy to reduce the numerical work with minimum time efficiency compared to existing techniques such as the variational iteration method (VIM) and homotopy analysis method (HAM) have some limitations and constraints within the development of recurrence relation. To overcome this drawback, we present a Sawi integral transform (ST) for constructing a suitable recurrence relation. This recurrence relation is solved to determine the coefficients of the homotopy perturbation strategy (HPS) that leads to the convergence series of the precise solution. This strategy derives the results in algebraic form that are independent of any discretization. To demonstrate the performance of this scheme, several mathematical frameworks and visual depictions are shown.

Keywords: Sawi integral transform, Homotopy perturbation scheme, Multi-dimensional wave equations, Approximate solutions

Subject terms: Applied mathematics, Fluid dynamics

Introduction

Several notable advances in computational approaches have been developed for engineering and scientific applications, including geometrical description, flexible artificial materials, and acoustic wave propagation13. Partial differential equations (PDEs) have a significant impact on many scientific and engineering fields, including electronics, hydrodynamics, computational motion, physical biology, the engineering of chemicals, dietary fiber, mechanics, material dynamics, and geometrical optics47. Numerous researchers have investigated different methods to derive the analytical results for such PDEs. Utilizing a meshfree approach named the Radial basis function pseudo spectral (RBF-PS) method, researchers numerically examined the solutions for both integer and fractional KdV type equations on a finite domain with periodic boundary conditions8,9. Although the computations associated with these approaches are fairly straightforward and certain variables are based on the assumption of a variety of limitations. As a result, many scientists are looking for new techniques to overcome these restrictions. Numerous scientists and other researchers have offered several methods for assessing the analytical findings1012. Several academics and scientists have used HPS13,14 to solve complicated physical problems. When employing this method, the solution series converges relatively quickly in most cases. The authors15,16 used HPS to the oscillation challenges in nonlinearity and demonstrated its effectiveness in providing analytical findings.

The wave problem is a partial differential equation for a scalar function offering wave propagation in the motion of fluids. Wazwaz17 used the VIM to study linear and nonlinear problems. Ghasemi et al.18 computed the effective results for two-dimensional nonlinear differential problem using HPS. Keskin and Oturanc19 proposed a new method for the analytical results of wave problems. Dehghan et al.20 applied HAM to derive the approximation results for PDEs. Ullah et al.21 proposed a homotopy optimum technique to generate algebraic findings for wave challenges. Thorwe and Bhalekar22 used Laplace transform method to obtain approximation solution of partial integro-differential equations. Adwan et al.23 presented analytical findings for multidimensional wave challenges and validated the proposed technique. The HPS was applied for the approximate solutions of wave equations by Jleli et al.24. The researchers in25 proposed the finite element technique and separated the wave system to derive their approximate solution. These approaches include a lot of limitations and assumptions during the estimation of problems.

The current study aims to use a new iterative technique for multi-dimension challenges by combining ST and HPS. In the present work, we eliminate these drawbacks and constraints by offering a novel iterative method for these multi-dimensional wave issues. An iteration series with approximate findings that are close to the precise outcomes is produced by this new strategy. This technique performs more effectively and produces more appealing outcomes for the present challenges. The following is a description of this work: the concept of Sawi integral transform is given in “Fundamental concepts”. In “Formulation of new iterative strategy”, we build our new strategy to achieve the multi-dimension model findings. The convergence theorem has been laid out in “Convergence of new iterative strategy”. In “Numerical applications”, a few numerical examples are examined to demonstrate the power of new technique and we offer the conclusion at the end of “Conclusion remarks and future work”.

Fundamental concepts

In this portion, we give few fundamental features of ST that are helpful in the development of our new strategy.

Sawi transform

Definition 2.1

Let ϑ be a function of η0. Then, ST is26,27

S[ϑ(η)]=Q(θ)=1θ20ϑ(η)e-ηθdt.η0,k1θk2 1

in which S represents the symbol of ST. Now

S-1[Q(θ)]=ϑ(η),S-1is the inverseST,

where Q(θ) shows the function of ϑ(η). The ST of ϑ(η) for η0 exist if ϑ(η) tends to exponentially ordered and piecewise continuous. The existence of ST for ϑ(η) is basically predicated on the two requirements mentioned.

Proposition 1

Now, we define the basic propositions of ST. Therefore, let S{ϑ1(η)}=Q1(θ) and S{ϑ2(η)}=Q2(θ)28,29, thus

S{aϑ1(η)+bϑ2(η)}=aS{ϑ1(η)}+bS{ϑ2(η)},S{aϑ1(η)+bϑ2(η)}=aQ1(θ)+bQ2(θ), 2

Proposition 2

Now, for the differential characteristics of ST, we consider S{ϑ(η)}=Q(θ), the differential characteristics are defined as30

S{ϑ(η)}=Q(θ)θ-ϑ(0)θ2,S{ϑ(η)}=Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2,S{ϑm(η)}=Q(θ)θm-ϑ(0)θm+1-ϑ(0)θm--ϑm-1(0)θ2. 3

Formulation of new iterative strategy

This section examines the approximate solutions of 1D, 2D, and 3D wave problems by using new iterative strategy (NIS). This approach can be used to solve differential equations based on initial conditions. We stated that the construction of this approach does not depend on integrating and other suppositions. Let a differential equation like that

ϑ(x1,η)+ϑ(x1,η)+f(ϑ)=f(x1,η), 4

subjected to initial conditions

ϑ(x1,0)=a1,ϑη(x1,0)=a2 5

where f(ϑ) denotes the nonlinear element, f(x1,η) is known component of arbitrary constants a1 and a2, and ϑ(x1,η) is a uniform function. Moreover, we may express Eq. (4) like this:

ϑ(x1,η)=-ϑ(x1,η)-f(ϑ)+f(x1,η). 6

A function of a real variable can be transformed into an expression of a complex variable using an integral transformation known as the Sawi transform in mathematics. This transformation has several uses in the fields of science and technology because it serves as a tool to deal with differential problems.

Apply ST on Eq. (6), we get

S[ϑ(x1,η)]=S[-ϑ(x1,η)-g(ϑ)+g(x1,η)].

Using the formula as defined in Eq. (3), it yields

Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2=-S[ϑ(x1,η)+f(ϑ)-f(x1,η)].

Thus, Q(θ) is derived as

Q[θ]=ϑ(0)θ+ϑ(0)-θ2S[ϑ(x1,η)+f(ϑ)-f(x1,η)]. 7

On inverse ST on Eq. (7), we get

ϑ(x1,η)=ϑ(0)+ηϑ(0)-S-1[θ2S{ϑ(x1,η)+f(ϑ)-f(x1,η)}].

Use the condition (5), we obtain

ϑ(x1,η)=ϑ(x1,0)+ηϑη(x1,0)+S-1[θ2S(f(x1,η))]-S-1[θ2S(ϑ(x1,η)+f(ϑ))], 8

This Eq. (8) is known as the development of NIS of Eq. (4).

Let HPS be introduced as

ϑ(η)=i=0piϑi(n)=ϑ0+p1ϑ1+p2ϑ2+, 9

where as the nonlinear variable f(ϑ) is stated as

f(ϑ)=i=0piHi(ϑ)=H0+p1H1+p2H2+. 10

Hence, we are able to generate Hns polynomial as

Hn(ϑ0+ϑ1++ϑn)=1n!npnfi=0piϑip=0,n=0,1,2, 11

Use Eqs. (9)–(11) in Eq. (8) and evaluate the similar components of p, it yields

p0:ϑ0(x1,η)=G(x1,η),p1:ϑ1(x1,η)=-S-1[θ2S{ϑ0(x1,η)+H0(ϑ)}],p2:ϑ2(x1,η)=-S-1[θ2S{ϑ1(x1,η)+H1(ϑ)}],p3:ϑ3(x1,η)=-S-1[θ2S{ϑ2(x1,η)+H2(ϑ)}],.

Following this procedure, which results in

ϑ(x1,η)=ϑ0+ϑ1+ϑ2+=i=0ϑi. 12

Hence, Eq. (12) provides a closed-form approximation to the differential problem.

Convergence of new iterative strategy

Theorem 4.1

Let [a,b]×[0,T] be the rectangular interval on which the Banach space BC([a,b]×[0,T]) is defined. Then Eq. (12) ϑ(x1,η)=i=0ϑi(x1,η) is convergent series, if ϑ0B is bounded and ϑi+1ϑi,ϑiB, and for 0<δ<1.

Proof

Taking the series Fr as a partial sum of Eq. (12), we obtain

F0=ϑ0(x1,η),F1=ϑ0(x1,η)+ϑ1(x1,η),F2=ϑ0(x1,η)+ϑ1(x1,η)+ϑ2(x1,η),Fr=ϑ0(x1,η)+ϑ1(x1,η)+ϑ2(x1,η)++ϑr(x1,η). 13

Next, we establish that Frr=0 is a Cauchy sequence in B in order to validate this theorem. Therefore,

Fr+1-Fr=ϑr+1(x1,η),δϑr(x1,η),δ2ϑr-1(x1,η),δr+1ϑ0(x1,η). 14

Hence, for any pair r,nN, where r>n, we have

Fr-Fn=Fr-Fr-1+Fr-1-Fr-2+Fr-2-Fr-3++Fn+1-Fn,Fr-Fr-1+Fr-1-Fr-2+Fr-2-Fr-3++Fn+1-Fn,δrϑ0(x1,η)+δr-1ϑ0(x1,η)++δn+1ϑ0(x1,η),βϑ0(x1,η). 15

where β=1-δr-n(1-δ)δn+1. Since ϑ0(x1,η) is bounded, therefore ϑ0(x1,η)<. As n grows and n leads to β0 for 0<δ<1, so

limnrFr-Fn=0. 16

Consequently, Frr=0 in B is a Cauchy sequence. It follows that the series solution of Eq. (12) is convergent.

Theorem 4.2

If k=0nϑk(x1,η) represents the approximate series solution of Eq. (4), then maximal absolute error can be determined by

ϑ(x1,η)-k=0nϑk(x1,η)δn+11-δϑ0(x1,η), 17

in which δ is a digit which means ϑi+1ϑiδ.

Proof

Using Eq. (15) from Theorem (4.1), we obtain

Fr-Fnβϑ0(x1,η),inwhichβ=1-δr-n(1-δ)δn+1. 18

Here, Frr=0ϑ(x1,η) as r and from Eq. (13), we get Fn=k=0nϑk(x1,η),

ϑ(x1,η)-k=0nϑk(x1,η)βϑ0(x1,η), 19

Now, (1-δr-n)<1, since 0<δ<1

ϑ(x1,η)-k=0nϑk(x1,η)δn+11-δϑ0(x1,η). 20

Hence, the proof.

Numerical applications

We provide some numerical tests for showing the precision and reliability of NIS. We can observe that, as compared to other approaches, this method is substantially easier to apply in obtaining the convergence series. We illustrate the physical nature of the resulting plot distribution with graphical structures. Furthermore, a visual depiction of the error distribution demonstrated the near correspondence between the NIS outcomes and the precise results. We can compute the absolute error estimates by evaluating the exact solutions with the NIS values.

Example 1

Consider the one dimensional wave equation

2ϑη2=2ϑx12-3ϑ, 21

subjected to initial

ϑ(x1,0)=0,ϑη(x1,0)=2cos(x1) 22

and boundary conditions

ϑ(0,η)=sin(2η),ϑx1(π,η)=-sin(2η). 23

Apply ST on Eq. (21), we get

S[2ϑη2]=S[2ϑx12-3ϑ],

Using the formula as defined in Eq. (3), it yields

Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2=S[2ϑx12-3ϑ].

Thus, Q(θ) reveals as

Q[θ]=ϑ(0)θ+ϑ(0)+θ2S[2ϑx12-3ϑ]. 24

On inverse ST, we have

ϑ(x1,η)=ϑ(x1,0)+ηϑη(x1,0)+S-1[θ2S{2ϑx12-3ϑ}].

Thus HPS yields such as

i=0piϑi(x1,η)=2ηcos(x1)+S-1θ2Si=0pi2ϑix12-3i=0piϑ.

By assessing comparable components of p, we arrive at

p0:ϑ0(x1,η)=ϑ(x1,0)=2ηcos(x1),p1:ϑ1(x1,η)=S-1θ2S2ϑ0x12-3ϑ0=-(2η)33!cos(x1),p2:ϑ2(x1,η)=S-1θ2S2ϑ1x12-3ϑ1=(2η)55!cos(x1),p3:ϑ3(x1,η)=S-1[θ2S{2ϑ2x12-3ϑ2}]=-(2η)77!cos(x1),p4:ϑ4(x1,η)=S-1[θ2S{2ϑ3x12-3ϑ3}]=(2η)99!cos(x1),.

Likewise, we can consider the approximation series in such a way that

ϑ(x1,η)=ϑ0(x1,η)+ϑ1(x1,η)+ϑ2(x1,η)+ϑ3(x1,η)+ϑ4(x1,η)+,=cos(x1)(2η-(2η)33!+(2η)55!-(2η)77!+(2η)99!)+. 25

which can approaches to

ϑ(x1,η)=cos(x1)sin(2η). 26

Figure 1 shows periodic soliton waves in two diagrams: Fig. 1a 3D surface plot for analytical results of ϑ(x1,η) and Fig. 1b shows 3D surface plot for precise results of ϑ(x1,η) for one-dimensional wave equation at -10x110 and 0η0.01. The effective agreement among analytical and the precise results at 0x15 along η=0.1 is shown in Fig. 2, which further validates the strong agreement of NIS for example (5.1). We can precisely propagate any surface to reflect the pertinent natural physical processes, according to this technique. The error distribution among analytical and precise results for ϑ(x1,η) along x1-space at different values is shown in Table 1. This contraction demonstrates the effectiveness of proposed technique in finding the closed-form results for the wave problems.

Figure 1.

Figure 1

Surface results for one-dimensional problem.

Figure 2.

Figure 2

Error between analytical and precise results.

Table 1.

Error distribution of ϑ(x1,η) along x1-space at different values.

x1 η Analytical results Precise results Error distribution
0.25 0.2 0.377312 0.377312 00000
0.4 0.695055 0.695055 00000
0.6 0.903064 0.903064 00000
0.8 0.968503 0.968499 4 ×10-6
1 0.881078 0.88103 0.000048
0.50 0.2 0.341747 0.341747 00000
0.4 0.629539 0.629539 00000
0.6 0.817941 0.817941 00000
0.8 0.877212 0.877208 4 ×10-6
1 0.798627 0.797984 0.000043
0.75 0.2 0.284933 0.284933 00000
0.4 0.524881 0.524881 00000
0.6 0.681963 0.681963 00000
0.8 0.73138 0.731377 3 ×10-6
1 0.665359 0.665323 0.000036
1 0.2 0.210404 0.210404 00000
0.4 0.387589 0.387589 00000
0.6 0.503583 0.503583 00000
0.8 0.540074 0.540072 2 ×10-6
1 0.491323 0.491295 0.000028

Example 2

Consider the two-dimensional wave equation

2ϑη2=2(2ϑx12+2ϑy12)+6η+2x1+4y1, 27

subjected to initial

ϑ(x1,y1,0)=0,ϑη(x1,y1,0)=2sin(x1)sin(y1) 28

and boundary conditions

ϑ(0,y1,η)=η3+2η2y1,ϑx1(π,y1,η)=η3+πη2+2η2y1,ϑ(x1,0,η)=η3+η2x1,ϑx1(x1,π,η)=η3+2πη2+η2x1. 29

Apply ST on Eq. (27), we get

S[2ϑη2]=S[2(2ϑx12+2ϑy12)+6η+2x1+4y1],

Using the formula as defined in Eq. (3), it yields

Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2=S[2(2ϑx12+2ϑy12)+6η+2x1+4y1],Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2=S[2(2ϑx12+2ϑy12)]+6S[η]+2x1S[1]+4y1S[1],

Thus, Q(θ) reveals as

Q[θ]=6θ2+2x1θ+4y1θ+ϑ(0)θ+ϑ(0)+θ2S[2(2ϑx12+2ϑy12]. 30

On inverse ST, we have

ϑ(x1,y1,η)=η3+x1η2+2y1η2+ϑ(x1,0)+ηϑη(x1,0)+S-1[θ2S{2(2ϑx12+2ϑy12}].

Thus HPS yields such as

i=0piϑi(x1,y1,η)=η3+x1η2+2y1η2+2ηsin(x1)sin(y1)+S-1[θ2S{2(i=0pi2ϑix12+i=0pi2ϑiy12)}].

By assessing comparable components of p, we arrive at

p0:ϑ0(x1,y1,η)=ϑ(x1,0)=η3+x1η2+2y1η2+2ηsin(x1)sin(y1),p1:ϑ1(x1,y1,η)=S-1[θ2S{2ϑ0x12+2ϑ0y12}]=-(2η)33!sin(x1)sin(y1),p2:ϑ2(x1,y1,η)=S-1[θ2S{2ϑ1x12+2ϑ1y12}]=(2η)55!sin(x1)sin(y1),p3:ϑ3(x1,y1,η)=S-1[θ2S{2ϑ2x12+2ϑ2y12}]=-(2η)77!sin(x1)sin(y1),p4:ϑ4(x1,y1,η)=S-1[θ2S{2ϑ3x12+2ϑ3y12}]=(2η)99!sin(x1)sin(y1),.

Likewise, we can consider the approximation series in such a way that

ϑ(x1,y1,η)=ϑ0(x1,y1,η)+ϑ1(x1,y1,η)+ϑ2(x1,y1,η)+ϑ3(x1,y1,η)+ϑ4(x1,y1,η)+,=η3+x1η2+2y1η2+sin(x1)sin(y1)(2η-(2η)33!+(2η)55!-(2η)77!+(2η)99!)+. 31

which can approaches to

ϑ(x1,y1,η)=η3+x1η2+2y1η2+sin(x1)sin(y1)sin(2η). 32

Figure 3 shows periodic soliton waves in two diagrams: Fig. 3a: 3D surface plot for analytical results and Fig. 3b: 3D surface plot for precise results of ϑ(x1,y1,η) for two-dimensional wave equation at -5x15, 0η0.01 along y1=0.5. The effective agreement among analytical and the precise results at 0x15, y1=0.1 along η=0.1 is shown in Fig. 4, which further validates the strong agreement of NIS for example (5.2). We can precisely propagate any surface to reflect the pertinent natural physical processes, according to this technique. The error distribution among analytical and precise results for ϑ(x1,y1,η) along x1-space at different values is shown in Table 2. This contraction demonstrates the effectiveness of proposed technique in finding the closed-form results for the wave problems.

Figure 3.

Figure 3

Surface results for two-dimensional problem.

Figure 4.

Figure 4

Error between analytical and precise results.

Table 2.

Error distribution of ϑ(x1,y1,η) along x1-space and y1=0.5 at different values.

x1 η Analytical results Precise results Error distribution
0.50 1 0.964469 0.964469 000000
1.25 1.07034 1.07034 000000
1.50 1.15241 1.15241 000000
1.75 1.20946 1.20946 000000
2 1.24183 1.24183 000000
1 1 3.36685 3.66683 000002
1.25 3.66372 3.6637 000002
1.50 3.93487 3.93481 000002
1.75 4.17898 4.17896 000002
2 4.39642 4.3964 000002
1.5 1 7.93362 7.93193 0.00169
1.25 8.50361 8.50171 0.00190
1.50 9.06949 9.06749 0.00200
1.75 9.63105 9.62907 0.00198
2 10.1883 10.1865 0.00180
2 1 15.733 15.6947 0.03830
1.25 16.6989 16.6557 0.04320
1.50 17.6835 17.6381 0.04540
1.75 18.6878 18.643 0.04480
2 19.7115 19.6701 0.04140

Example 3

Consider the three-dimensional wave equation

2ϑη2=x12182ϑx12+y12182ϑy12+z12182ϑz12-ϑ, 33

subjected to initial

ϑ(x1,y1,z1,0)=0,ϑη(x1,y1,z1,0)=x14y14z14, 34

and boundary conditions

ϑ(0,y1,z1,η)=0,ϑ(1,y1,z1,η)=y14z14sinh(η),ϑ(x1,0,z1,η)=0,ϑ(x1,1,z1,η)=x14z14sinh(η),ϑ(x1,y1,0,η)=0,ϑ(x1,y1,1,η)=x14y14sinh(η), 35

Apply ST on Eq. (33), we get

S[2ϑη2]=S[x12182ϑx12+y12182ϑy12+z12182ϑz12-ϑ].

Using the formula as defined in Eq. (3), it yields

Q(θ)θ2-ϑ(0)θ3-ϑ(0)θ2=S[x12182ϑx12+y12182ϑy12+z12182ϑz12-ϑ]

Thus, Q(θ) reveals as

Q[θ]=ϑ(0)θ+ϑ(0)+θ2S[x12182ϑx12+y12182ϑy12+z12182ϑz12-ϑ].

On inverse ST, we have

ϑ(x1,y1,z1,η)=ϑ(x1,0)+ηϑη(x1,0)+S-1[θ2S{x12182ϑx12+y12182ϑy12+z12182ϑz12-ϑ}]. 36

Thus HPS yields such as

i=0piϑ(x1,y1,z1,η)=ηx14y14z14+S-1[θ2S[i=0pix12182ϑix12+i=0piy12182ϑiy12+i=0piz12182ϑiz12-i=0piϑ].

By assessing comparable components of p, we arrive at

p0:ϑ0(x1,y1,z1,η)=ϑ(x1,y1,z1,0)=ηx14y14z14,p1:ϑ1(x1,y1,z1,η)=S-1[θS{x12182ϑ0x12+y12182ϑ0y12+z12182ϑ0z12-ϑ0}}]=η33!x14y14z14,p2:ϑ2(x1,y1,z1,η)=S-1[θS{x12182ϑ1x12+y12182ϑ1y12+z12182ϑ1z12-ϑ1}}]=η55!x14y14z14,p3:ϑ3(x1,y1,z1,η)=S-1[2θS{x12182ϑ2x12+y12182ϑ2y12+z12182ϑ2z12-ϑ2}}]=η77!x14y14z14,p4:ϑ4(x1,y1,z1,η)=S-1[θS{x12182ϑ3x12+y12182ϑ3y12+z12182ϑ3z12-ϑ3}}]=η99!x14y14z14,.

Likewise, we can consider the approximation series in such a way that

ϑ(x1,y1,z1,η)=ϑ0(x1,y1,z1,η)+ϑ1(x1,y1,z1,η)+ϑ2(x1,y1,z1,η)+ϑ3(x1,y1,z1,η)+ϑ4(x1,y1,z1,η)+,=x14y14z14(η+η33!+η55!+η77!+η99!)+. 37

which can approaches to

ϑ(x1,y1,z1,η)=x14y14z14sinh(η). 38

Figure 5 shows two diagrams: Fig. 5a: 3D surface plot for analytical results and Fig. 5b: 3D surface plot for precise results of ϑ(x1,y1,z1,η) for two-dimensional wave equation at 5x110 and 0η0.01 with y1=0.5 and z1=0.5. The effective agreement among analytical and the precise results at 0x110, y1=0.5, z1=0.5 along η=0.5 is shown in Fig. 6, which further validates the strong agreement of NIS for example (5.3). We can precisely propagate any surface to reflect the pertinent natural physical processes, according to this technique. The error distribution among analytical and precise results for ϑ(x1,y1,z1,η) along x1-space at different values is shown in Table 3. This contraction demonstrates the effectiveness of proposed technique in finding the closed-form results for the wave problems.

Figure 5.

Figure 5

Surface results for three-dimensional problem.

Figure 6.

Figure 6

Error between analytical and precise results.

Table 3.

Error distribution of ϑ(x1,y1,z1,η) along x1 -space and y1=z1=0.5 at different values.

x1 η Analytical results Precise results Error distribution
0.25 1 0.0000179321 0.0000179321 00000
1.25 0.0000244433 0.0000244433 00000
1.50 0.0000324902 0.0000324902 00000
1.75 0.0000425782 0.0000425783 1 ×10-10
2 0.0000553407 0.0000553415 8 ×10-10
0.50 1 0.000286914 0.000286914 00000
1.25 0.000391093 0.000391094 1 ×10-10
1.50 0.000519843 0.000519844 1 ×10-10
1.75 0.000681251 0.000681254 3 ×10-10
2 0.000885451 0.00088564 13 ×10-9
0.75 1 0.0014525 0.0014525 00000
1.25 0.00197991 0.00197991 00000
1.50 0.00263171 0.00263171 00000
1.75 0.00344883 0.00344885 2 ×10-18
2 0.0044826 0.00448266 1 ×10-7
1 1 0.00459063 0.00459063 00000
1.25 0.0062575 0.0062575 00000
1.50 0.00831749 0.0083175 3 ×10-7
1.75 0.0109 0.0109001 1 ×10-7
2 0.0141672 0.0141674 2 ×10-7

Conclusion remarks and future work

In this article, we successfully applied the new iterative strategy for the approximate results of multi-dimensional wave problems. This technique uses the recurrence relation to produce the findings of the analysis. The findings obtained from numerical examples show that our technique is simple to implement and has a greater rate of convergence than existing approaches. The Sawi integral transform has the ability to control the global error, which makes it a suitable method for solving problems with rapidly changing solutions. The method is relatively easy to implement, especially for problems with periodic solutions. The 3D figures in the illustrated problems show the periodic soliton waves in the deep well. The physical behavior of the problems is depicted by the 3D graphical representations, and the visual inaccuracy between the exact outcomes and the produced results is represented by the 2D plot distribution. This method requires accurate initial guesses for the solution, which can be challenging in some cases. In terms of its effectiveness and efficiency, the Sawi integral transform is a relatively new method and has not been widely studied or compared to other numerical methods for solving PDEs. However, in the cases where it has been applied, it has shown promising results, with relatively high accuracy and efficiency compared to other methods. This composition of Sawi transform and the homotopy perturbation strategy gives the solution of multi-dimensional problems which is very useful in wave propagation. This novel iterative technique can also be used to solve other physical chemistry, engineering, and medical research challenges, such as calculating the growth rate of tumors, calculating the total quantity of infecting cells, calculating the amount of viral particles in blood during HIV-1 diseases, analyzing the impact of humidity on skew plate vibration, and calculating the amount of chemicals involved in chemical chain reactions in the future.

Acknowledgements

This research was supported by the Chunhui Project of the Chinese Ministry of Education (202201245).

Author contributions

J.L.: methodology, writing-original draft. M.N.: investigation, M.S.O.: software. Y.A.: supervision, funding project. This paper has been read and approved by all authors.

Data availibility

This article includes all of the data from this study.

Competing interests

The authors declare no competing interests.

Footnotes

Publisher's note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

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Data Availability Statement

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