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Article

Multiplicative Brownian Motion Stabilizes the Exact Stochastic Solutions of the Davey–Stewartson Equations

by
Farah M. Al-Askar
1,
Clemente Cesarano
2 and
Wael W. Mohammed
3,4,*
1
Department of Mathematical Science, Collage of Science, Princess Nourah bint Abdulrahman University, P.O. Box 84428, Riyadh 11671, Saudi Arabia
2
Section of Mathematics, International Telematic University Uninettuno, Corso, Vittorio Emanuele II, 39, 00186 Roma, Italy
3
Department of Mathematics, Collage of Science, University of Ha’il, Ha’il 2440, Saudi Arabia
4
Department of Mathematics, Faculty of Science, Mansoura University, Mansoura 35516, Egypt
*
Author to whom correspondence should be addressed.
Symmetry 2022, 14(10), 2176; https://doi.org/10.3390/sym14102176
Submission received: 8 September 2022 / Revised: 30 September 2022 / Accepted: 14 October 2022 / Published: 17 October 2022

Abstract

:
In this article, the stochastic Davey–Stewartson equations (SDSEs) forced by multiplicative noise are addressed. We use the mapping method to find new rational, elliptic, hyperbolic and trigonometric functions. In addition, we generalize some previously obtained results. Due to the significance of the Davey–Stewartson equations in plasma physics, nonlinear optics, hydrodynamics and other fields, the discovered solutions are useful in explaining a number of intriguing physical phenomena. By using MATLAB tools to simulate our results and display some of 3D graphs, we show how the multiplicative Brownian motion impacts the analytical solutions of the SDSEs. Finally, we demonstrate the effect of multiplicative Brownian motion on the stability and the symmetry of the achieved solutions of the SDSEs.
MSC:
35Q51; 83C15; 35A20; 60H10; 60H15

1. Introduction

The majority of nonlinear physical phenomena that occur in a variety of scientific areas, including chemical kinetics, optical fibers, fluid dynamics, solid-state physics and mathematical biology, may be modeled via nonlinear partial differential equations (PDEs). The investigate of the analytical solutions of these PDEs is critical for comprehension most nonlinear physical phenomena and their applications. Various approaches for discovering the analytical solutions of PDEs have been presented to overcome this issue. Some examples of the most significant methods are tanh-sech [1,2,3], extended tanh-function [4], the Sine-Gordon expansion [5], the trial function [6], the Darboux transformation [7], the Jacobi elliptic function [8,9], the sine-cosine [10,11], ( G / G ) -expansion [12,13], Hirota’s function [14], e x p ( ϕ ( ς ) ) -expansion [15], perturbation [16,17], the qualitative theory of dynamical systems [18,19,20,21], the direct method [22], the Riccati–Bernoulli sub-ODE [23], and the F-expansion method [24].
On the other side, the advantages of taking random influences into account in the analysis, simulation, prediction and modeling of complex processes have been highlighted in several fields including chemistry, geophysics, fluid mechanics, biology, atmosphere, physics, climate dynamics, engineering and other fields [25,26,27,28]. Since noise may produce statistical features and significant phenomena, it cannot be ignored. In general, it is more difficult to obtain exact solutions to PDEs forced by stochastic terms than to obtain those to classical ones.
The Davey–Stewartson equations affected by multiplicative noise in the Stratonovich sense are taken into consideration as follows:
i u t + 1 2 δ 2 ( u x x + δ 2 u y y ) + κ u 2 u u v + i σ u B t = 0 ,
                    v x x δ 2 v y y 2 κ ( u 2 ) x x = 0 ,
where u ( x , y , t ) C , v ( x , y , t ) R , κ = ± 1 and δ 2 = ± 1 . The constant κ measures the cubic nonlinearity. The case δ = 1 is known as the DS-I equation, while δ = i is known as the DS-II equation. They occur in a variety of applications, including the description of gravity–capillary surface wave packets in shallow water. B ( t ) is Brownian motion, and σ is the strength of the noise.
We notice that there are various ways such as the Itô and Stratonovich calculus to interpret the stochastic integral 0 t Y d B . The stochastic integral is Itô (indicated by 0 t Y d B ) when it is assessed at the left-end as opposed to a Stratonovich stochastic integral (indicated by 0 t Y d B ), which is computed in the center [29]. The following equation is how the Itô integral and Stratonovich integral are related:
0 t Y ( Z τ ) d B ( τ ) = 0 t Y ( Z τ ) d B ( τ ) 1 2 0 t Y ( Z τ ) Y ( Z τ ) z d τ ,
where Y is supposed to be sufficiently regular and { Z t , t 0 } is a stochastic process.
The Davey–Stewartson equation was created in 1974 by Davey and Stewartson [30]. This equation is employed to demonstrate how a three-dimensional wave packet evolves over time in a restricted depth of water. The solutions of the deterministic Davey–Stewartson equations (DDSEs) (1) and (2), i.e., σ = 0 , have been used in hydrodynamics, nonlinear optics, plasma physics and other fields. For example, the solutions of the DDSEs might explain the interaction of a properly matched spatiotemporal optical pattern and microwaves. As a result, many authors have investigated the analytical solutions for this equation by using different methods such as the extended Jacobi’s elliptic function [31], the first integral method [32], the trial equation method [33], the uniform algebraic method [34], the double exp-function [35], generalized ( G / G ) -expansion [36], ( G / G ) -expansion [37] and sine–cosine [38].
Our motivation in this paper is to attain the analytical solutions of the stochastic Davey–Stewartson equations (SDSEs). This work is the first to obtain the analytical solutions of SDSEs (1) and (2). We employ the mapping method to obtain a wide range of stochastic solutions, such as rational, elliptic, trigonometric and hyperbolic functions. Due to the significance of the Davey–Stewartson equations in nonlinear optics, plasma physics, hydrodynamics and other areas, the discovered solutions are useful in explaining a number of intriguing physical phenomena. In addition, we extend previously obtained results, such as the one described in [31,37,38]. Moreover, to study the impacts of Brownian motion on the stability and symmetry of the obtained solutions of SDSEs (1) and (2), we built 3D graphs for some of the developed solutions by using MATLAB tools.
This is how the paper is organized: We use a suitable wave transformation in Section 3 to provide the wave equation of SDSEs. We employ the mapping method in Section 4 to obtain the analytical solutions of the SDSEs (1) and (2). In Section 5, we examine the impact of Brownian motion on the derived solutions. Finally, we state the conclusions of this paper.

2. Wave Equation for SDSEs

The following wave transformation is utilized to obtain the wave equation for the SDSEs (1) and (2):
u ( x , y , t ) = φ ( ζ ) e ( i ρ σ B ( t ) σ 2 t ) , v ( x , y , t ) = ψ ( ζ ) e ( 2 σ B ( t ) 2 σ 2 t ) ,
with
ζ = ζ 1 x + ζ 2 y ζ 3 t and ρ = ρ 1 x + ρ 2 y + ρ 3 t ,
where ψ and φ are deterministic functions and { ζ j } j = 1 3 , { ρ j } j = 1 3 are nonzero constants. Putting Equation (4) into Equation (1) and utilizing
u t = ( ζ 3 φ + i ρ 3 φ σ φ B t σ 2 2 φ ) e ( i ρ σ B ( t ) σ 2 t ) , = ( ζ 3 φ + i ρ 3 φ σ φ B t ) e ( i ρ σ B ( t ) σ 2 t ) ,
where we used (3), and
u x x = ( ζ 1 2 φ + 2 i ρ 1 ζ 1 φ ρ 1 2 φ ) e ( i ρ σ B ( t ) σ 2 t ) , u y y = ( ζ 2 2 φ + 2 i ρ 2 ζ 2 φ ρ 2 2 φ ) e ( i ρ σ B ( t ) σ 2 t ) , ( u 2 ) x x = ζ 1 2 ( φ 2 ) e ( 2 σ B ( t ) 2 σ 2 t ) , v x = ζ 1 ψ e ( 2 σ B ( t ) 2 σ 2 t ) , v x x = ζ 1 2 ψ e ( 2 σ B ( t ) 2 σ 2 t ) ,
we obtain, for the real part,
( 1 2 ζ 1 2 δ 2 + 1 2 ζ 2 2 δ 4 ) φ ( ρ 3 + 1 2 δ 2 ρ 1 2 + 1 2 δ 4 ρ 2 2 ) φ + ( κ φ 3 φ ψ ) e ( 2 σ B ( t ) 2 σ 2 t ) = 0 ,
( ζ 1 2 δ 2 ζ 2 2 ) ψ 2 ζ 1 2 κ ( φ 2 ) = 0
and, for the imaginary part,
( ζ 3 + 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) φ = 0 ,
From Equation (7), we obtain
ζ 3 = 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 .
Now, integrating Equation (6) once, we attain
ψ = 2 ζ 1 2 κ ( ζ 1 2 δ 2 ζ 2 2 ) φ 2 .
Substituting Equation (9) into Equation (5), we obtain
φ γ 2 φ + γ 1 φ 3 e ( 2 σ B ( t ) 2 σ 2 t ) = 0 ,
where
γ 1 = 2 κ δ 2 ( ζ 1 2 δ 2 ζ 2 2 ) and γ 2 = 2 ρ 3 + δ 2 ρ 1 2 + δ 4 ρ 2 2 ζ 1 2 δ 2 + ζ 2 2 δ 4 .
We take the expectation E ( · ) on both sides
φ γ 2 φ γ 1 φ 3 e 2 σ 2 t E ( e 2 σ B ( t ) ) = 0 .
Since B ( t ) is normally distributed, E ( e 2 σ B ( t ) ) = e 2 σ 2 t . Hence, Equation (12) becomes
φ γ 1 φ 3 γ 2 φ = 0 .

3. The Analytical Solutions of the SDSEs

We use here the mapping method [39] to obtain the solutions to Equation (13). Consequently, we obtain the analytical solutions of SDSEs (1) and (2).

3.1. Method Description

Let the solutions of Equation (13) have the form
φ ( ζ ) = i = 1 N a i Z i ,
where Z solves
Z = 1 2 1 Z 4 + 2 Z 2 + 3 ,
where 1 , 2 and 3 are real parameters.
We see that there are several different solutions, relying on 1 , 2 and 3 , of Equation (15) as follows (Table 1):
Table 1. All the solutions of Equation (15) for various values of 1 , 2 and 3 .
Table 1. All the solutions of Equation (15) for various values of 1 , 2 and 3 .
Case 1 2 3 Z ( ζ )
1 2 m 2 ( 1 + m 2 ) 1 s n ( ζ )
22 2 m 2 1 m 2 ( 1 m 2 ) d s ( ζ )
32 2 m 2 ( 1 m 2 ) c s ( ζ )
4 2 m 2 2 m 2 1 ( 1 m 2 ) c n ( ζ )
5 2 2 m 2 ( m 2 1 ) d n ( ζ )
6 m 2 2 ( m 2 2 ) 2 1 4 s n ( ζ ) 1 ± d n ( ζ )
7 m 2 2 ( m 2 2 ) 2 m 2 4 s n ( ζ ) 1 ± d n ( ζ )
8 1 2 ( m 2 + 1 ) 2 ( 1 m 2 ) 2 4 m c n ( ζ ) ± d n ( ζ )
9 m 2 1 2 ( m 2 + 1 ) 2 ( m 2 1 ) 4 d n ( ζ ) 1 ± s n ( ζ )
10 1 m 2 2 ( 1 m 2 ) 2 ( 1 m 2 ) 4 c n ( ζ ) 1 ± s n ( ζ )
11 ( 1 m 2 ) 2 2 ( 1 m 2 ) 2 2 1 4 s n ( ζ ) d n ± c n ( ζ )
12200 c ζ
13010 c e ζ
where d n ( ζ ) = d n ( ζ , m ) , s n ( ζ ) = s n ( ζ , m ) , c n ( ζ ) = c n ( ζ , m ) for 0 < m < 1 are the Jacobi elliptic functions (JEFs). If m 1 , then the following hyperbolic functions are created from JEFs:
c s ( ζ ) csc h ( ζ ) , s n ( ζ ) tanh ( ζ ) , c n ( ζ ) sec h ( ζ ) , d n ( ζ ) sec h ( ζ ) , d s csc h ( ζ ) .
When m 0 , the following e triangular functions are created:
s n ( ξ ) sin ( ξ ) , c n ( ξ ) cos ( ξ ) , d n ( ξ ) 1 , c s ( ξ ) cot ( ξ ) , d s csc ( ξ ) .

3.2. Solutions of SDSEs

Let us balance φ with φ 3 in Equation (13) to determine the parameter M as follows:
M + 2 = 3 M M = 1 .
Equation (15) is rewritten with M = 1 as
φ = a 0 + a 1 Z .
Upon differentiating Equation (16) twice, we have, by using (15),
φ = a 1 2 Z + a 1 1 Z 3 .
Upon plugging Equation (16) and Equation (17) into Equation (13), we have
( a 1 1 γ 1 a 1 3 ) Z 3 3 a 0 a 1 2 γ 1 Z 2 + ( a 1 2 3 γ 1 a 0 2 a 1 + γ 2 a 1 ) Z ( γ 1 a 0 3 γ 2 a 0 ) = 0 .
By setting each coefficient of Z k for k = 0 , 1 , 2 , 3 equal to zero, we attain
a 1 1 γ 1 a 1 3 = 0 ,
3 a 0 a 1 2 γ 1 = 0 ,
a 1 2 3 γ 1 a 0 2 a 1 + γ 2 a 1 = 0 ,
and
γ 1 a 0 3 γ 2 a 0 = 0 .
We obtain, by solving these equations,
a 0 = 0 , a 1 = ± 1 γ 1 , 2 = γ 2 ,
Thus, Equation (13) has the following solution:
φ ( ζ ) = ± 1 γ 1 Z ( ζ ) , for 1 γ 1 > 0 .
The following are two sets that rely on 1 and γ 1 :
First set: If 1 > 0 and γ 1 > 0 , then there are many cases:
First case: If 1 = 2 m 2 , 2 = ( m 2 + 1 ) and 3 = 1 , then Z ( ζ ) = s n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 s n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 s n ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 s n 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 1 , then Equations (19) and (20) become
u ( x , y , t ) = ± 1 γ 1 tanh ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 tanh 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
Second case: If 1 = 2 , 2 = ( 2 m 2 ) and 3 = 1 m 2 , then Z ( ζ ) = c s ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 c s ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 c s ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 c s 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 1 , then Equations (23) and (24) become
u ( x , y , t ) = ± 1 γ 1 tanh ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 tanh 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
Third case: If 1 = 2 , 2 = 2 m 2 1 and 3 = m 2 ( 1 m 2 ) , then Z ( ζ ) = d s ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 d s ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 d s ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 d s 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 1 , then Equations (27) and (28) become
u ( x , y , t ) = ± 1 γ 1 csc h ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 csc h 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 0 , then Equations (27) and (28) become
u ( x , y , t ) = ± 1 γ 1 csc ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 csc 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
Fourth case: If 1 = m 2 2 , 2 = ( m 2 2 ) 2 and 3 = 1 4 (or m 2 4 ), then Z ( ζ ) = s n ( ζ ) 1 ± d n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 s n ( ζ ) 1 ± d n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 s n ( ζ ) 1 ± d n ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ s n ( ζ ) 1 ± d n ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 1 , then Equations (33) and (34) become
u ( x , y , t ) = ± 1 γ 1 tanh ( ζ ) 1 ± sec h ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ tanh ( ζ ) 1 ± sec h ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) ,
where ζ = ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t and ρ = ρ 1 x + ρ 2 y + ρ 3 t .
Fifth case: If 1 = 1 m 2 2 , 2 = ( 1 m 2 ) 2 and 3 = ( 1 m 2 ) 4 , then Z ( ζ ) = c n ( ζ ) 1 ± s n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 c n ( ζ ) 1 ± s n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 c n ( ζ ) 1 ± s n ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ c n ( ζ ) 1 ± s n ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 0 , then Equations (37) and (38) become
u ( x , y , t ) = ± 1 γ 1 cos ( ζ ) 1 ± sin ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ cos ( ζ ) 1 ± sin ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
Sixth case: If 1 = ( 1 m 2 ) 2 2 , 2 = ( 1 m 2 ) 2 2 and 3 = 1 4 , then Z ( ζ ) = s n ( ζ ) d n ± c n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 s n ( ζ ) d n ± c n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 s n ( ζ ) d n ± c n ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ s n ( ζ ) d n ± c n ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 0 , then Equations (41) and (42) become
u ( x , y , t ) = ± 1 γ 1 sin ( ζ ) 1 ± cos ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ sin ( ζ ) 1 ± cos ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) ,
where ζ = ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t and ρ = ρ 1 x + ρ 2 y + ρ 3 t .
Seventh case: If 1 = 2 , 2 = 0 and 3 = 0 , then Z ( ζ ) = c ζ and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 c ζ .
Therefore, the solution of SDSEs (1) and (2) has the form
u ( x , y , t ) = ± 1 γ 1 c [ ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ] e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ c ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
Second set: If 1 < 0 and γ 1 < 0 , then there are many cases:
First case: If 1 = 2 m 2 , 2 = 2 m 2 1 and 3 = ( 1 m 2 ) , then Z ( ζ ) = c n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 c n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) takes the form
u ( x , y , t ) = ± 1 γ 1 c n ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 c n 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
Second case: If 1 = 2 , 2 = 2 m 2 and 3 = ( m 2 1 ) , then Z ( ζ ) = d n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 d n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) takes the form
u ( x , y , t ) = ± 1 γ 1 d n ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 d n 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
Third case: If 1 = 1 2 , 2 = ( m 2 + 1 ) 2 and 3 = ( 1 m 2 ) 2 4 , then Z ( ζ ) = m c n ( ζ ) ± d n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 [ m c n ( ζ ) ± d n ( ζ ) ] .
Therefore, the solution of SDSEs (1) and (2) takes the form
u ( x , y , t ) = ± 1 γ 1 [ m c n ( ζ ) ± d n ( ζ ) ] e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ m c n ( ζ ) ± d n ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
Fourth case: If 1 = m 2 1 2 , 2 = ( m 2 + 1 ) 2 and 3 = ( m 2 1 ) 4 , then Z ( ζ ) = d n ( ζ ) 1 ± s n ( ζ ) and the solutions of the wave Equation (13) are
φ ( ζ ) = ± 1 γ 1 d n ( ζ ) 1 ± s n ( ζ ) .
Therefore, the solution of SDSEs (1) and (2) takes the form
u ( x , y , t ) = ± 1 γ 1 d n ( ζ ) 1 ± s n ( ζ ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ d n ( ζ ) 1 ± s n ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 1 in Equations (47)–(50), then these equations transform into
u ( x , y , t ) = ± 1 γ 1 s e c h ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 s e c h 2 ( ζ 1 x + ζ 2 y ( 2 ζ 1 ρ 1 + 2 ζ 2 ρ 2 ) t ) e ( 2 σ β ( t ) 2 σ 2 t ) .
If m 0 in Equations (53) and (54), then these equations transform into
u ( x , y , t ) = ± 1 γ 1 [ 1 1 ± sin ( ζ ) ] e ( i ρ σ β ( t ) σ 2 t ) ,
v ( x , y , t ) = 2 ζ 1 2 κ 1 ( ζ 1 2 δ 2 ζ 2 2 ) γ 1 [ 1 1 ± sin ( ζ ) ] 2 e ( 2 σ β ( t ) 2 σ 2 t ) .
Remark 1.
If we set σ = 0 in Equations (19)–(32), then we attain the same results stated in [31].
Remark 2.
If we set σ = 0 in Equations (25), (29), (31) and (55), then we attain the same results stated in [38].
Remark 3.
If we set σ = 0 in Equations (55) and (56), then we attain Equations (49) and (50) with n = 1 as stated in [37].

4. The Impact of Noise on the SDSE Solutions

In this article, the impact of noise on the acquired solutions of the SDSEs (1) and (2) is addressed. Depending on the research on the topic [40,41,42,43,44], the stabilizing and destabilizing influences caused by noisy terms in deterministic systems are currently well understood. It is now beyond question that these effects are important for understanding the long-term behavior of actual systems. For various noise strengths σ , we utilize the MATLAB tools (for more details, see, for example, [45]) to create some figures for some solutions such as (19) and (20). The following parameters are fixed: κ = 1 , δ = i , ρ 1 = ζ 1 = 0.3 , ρ 2 = ζ 2 = 1 , ρ 3 = 0.2 and y = 0.5 . Then, ζ 3 = 2.18 , γ 1 = 2 1.09 and γ 2 = 149 91 . In this case, m = 0.8 , 1 = 1.28 and ζ = 0.3 x + 0.5 2.8 t .
In Figure 1, when σ = 0 , we notice that the surface fluctuates.
Meanwhile, in Figure 2, if the intensity of the noise is raised, the surface becomes more planer after small transit behaviors, as follows:
We conclude from the previous figures that the noise term must be included in the Davey–Stewartson Equations (1) and (2) in order to produce accurate results and stable solutions that are near to zero.

5. Conclusions

This work took into account the stochastic (2+1)-dimensional Davey–Stewartson Equations (1) and (2) forced by multiplicative noise. Using the mapping method, we were able to generate stochastic trigonometric, elliptic, hyperbolic and rational solutions. For further study in fields such as hydrodynamics nonlinear optics, plasma physics, and others, the discovered solutions will be very beneficial. Due to the significance of the Davey–Stewartson equations in plasma physics, nonlinear optics, hydrodynamics and other fields, the obtained solutions are useful in explaining a number of intriguing physical phenomena. Additionally, we generalized previously obtained results, such as the one described in [31,37,38]. As a result of our results, we deduced that multiplicative Brownian motion stabilizes the solutions at zero. Finally, a demonstration of how multiplicative Brownian motion influences the exact solutions of the SDSEs is provided. We may take into account the additive noise in future work, as the multiplicative noise was covered in this paper.

Author Contributions

Data curation, F.M.A.-A.; Formal analysis, W.W.M., F.M.A.-A. and C.C.; Funding acquisition, F.M.A.-A.; Methodology, C.C. and F.M.A.-A.; Project administration, W.W.M.; Software, W.W.M.; Supervision, C.C.; Visualization, F.M.A.-A.; Writing—original draft, F.M.A.-A.; Writing—review & editing, W.W.M. and C.C. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

All the data are available in this paper.

Acknowledgments

Princess Nourah bint Abdulrahman University Researchers Supporting Project number (PNURSP2022R273), Princess Nourah bint Abdulrahman University, Riyadh, Saudi Arabia.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. A 3D plot of Equations (19) and (20) with σ = 0 .
Figure 1. A 3D plot of Equations (19) and (20) with σ = 0 .
Symmetry 14 02176 g001
Figure 2. A 3D plot of Equations (19) and (20) with σ = 1 , 2 .
Figure 2. A 3D plot of Equations (19) and (20) with σ = 1 , 2 .
Symmetry 14 02176 g002
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Al-Askar, F.M.; Cesarano, C.; Mohammed, W.W. Multiplicative Brownian Motion Stabilizes the Exact Stochastic Solutions of the Davey–Stewartson Equations. Symmetry 2022, 14, 2176. https://doi.org/10.3390/sym14102176

AMA Style

Al-Askar FM, Cesarano C, Mohammed WW. Multiplicative Brownian Motion Stabilizes the Exact Stochastic Solutions of the Davey–Stewartson Equations. Symmetry. 2022; 14(10):2176. https://doi.org/10.3390/sym14102176

Chicago/Turabian Style

Al-Askar, Farah M., Clemente Cesarano, and Wael W. Mohammed. 2022. "Multiplicative Brownian Motion Stabilizes the Exact Stochastic Solutions of the Davey–Stewartson Equations" Symmetry 14, no. 10: 2176. https://doi.org/10.3390/sym14102176

APA Style

Al-Askar, F. M., Cesarano, C., & Mohammed, W. W. (2022). Multiplicative Brownian Motion Stabilizes the Exact Stochastic Solutions of the Davey–Stewartson Equations. Symmetry, 14(10), 2176. https://doi.org/10.3390/sym14102176

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