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There are many papers investigating the stochastic travelling waves of population dynamical system with multiplicative noise, most of them focus on the scaler Fisher-KPP equation. For instance, Tribe [1] studied the KPP equation with nonlinear multiplicative noise √udWt, and Müeller et al. [2,3,4] studied the KPP equation with √u(1−u)dWt. Both of their work take the Heaviside function as the initial data, and they also gave the estimates of the wave speed with an upper bound and a lower bound. Zhao et al. [5,6,7] showed that only if the strength of noise is moderately, for example the multiplicative noise k(t)dWt, the effects of noise would present or the solution would tend to be zero or converge to the deterministic travelling wave solution. Shen [8] developed a theoretical random variational framework to show the existence of random travelling waves, and then Shen and his collaborators [9,10] also studied the random travelling waves in reaction-diffusion equations with Fisher-KPP nonlinearity, Nagumo nonlinearity and ignition nonlinearity, in random media. Furthermore, Huang et al. [11,12,13,14] investigated the bifurcations of asymptotic behaviors of solution induced by strength of the dual noises for stochastic Fisher-KPP equation. Recently, Wang and Zhou [15] discovered that the same results still hold even if the decrease restrictions on the growth function are removed. Moreover, they showed that with increasing the noise intensity, the original equation with Fisher-KPP nonlinearity evolves into first the one with degenerated Fisher-KPP nonlinearity and then the one with Nagumo nonlinearity, and we refer it to [15] for details.
It is worthy to point out that the above mentioned papers mainly focus on the scalar stochastic reaction-diffusion equation. Recently, Wen et al. [16] applied the theory of random monotone dynamical systems developed by Cheushov [17] and Kolmogorov tightness criterion to obtain the existence of stochastic travelling wave solution for stochastic two-species cooperative system
{du=[uxx+u(1−a1u+b1v)]dt+ϵudWt,dv=[vxx+v(1−a2v+b2u)]dt+ϵvdWt,u(0)=u0,v(0)=v0, | (1.1) |
where W(t) is a white noise as in [11], u0,v0 are both Heaviside functions, and ai,bi are positive constants satisfying min{ai}>max{bi}. The element "1" of 1−a1u+b1v and 1−a2v+b2u in Eq (1.1) is the formal environment carrying capacity, and then by constructing upper and lower solution and applying Feynman-Kac formula they obtained the estimation of upper bound and lower bound for wave speed, respectively. Moreover, Wen et al. [18] established the existence of stochastic travelling wave solution for stochastic two-species competitive system, and they obtained the upper bound and lower bound of the asymptotic wave. To the best of our knowledge, there are few papers concerning the stochastic travelling waves for cooperative N-species systems (N≥3), which leads to the motivation of the current work.
There are some papers that study the stability and stochastic persistence for the stochastic N-species system without space diffusion. For example, Cui and Chen [19] proved that there exists a unique globally asymptotically stable positive ω-periodic solution for the N-species time dependent Lotka-Volterra periodic mutualistic system
˙xi=xi(ri(t)+n∑j=1aij(t)xj),i=1,2,⋯,n, | (1.2) |
provided with (−1)kdet(max0≤t<+∞aij(t))1≤i,j≤k>0. Subsequently, Ji et al. [20] studied the N-species Lotka-Volterra mutualism system with stochastic perturbation
dxi(t)=xi(t)[(bi−n∑j=1aijxj(t))dt+σidBi(t)],i=1,2,⋯,n, |
and proved the sufficient criteria for persistence in mean and stationary distribution of the system. Moreover, they also showed the large white noise make the system nonpersistent, we refer the readers to [20,21] for details.
In this paper, we consider the travelling wave solution of the following stochastic N-species cooperative systems,
{du(i)=[u(i)xx+u(i)(ai−biiu(i)+n∑j=1j≠ibiju(j))]dt+ϵu(i)dWt,i=1,2,⋯,n,u(i)(0,x)=u(i)0=piχ(−∞,0],i=1,2,⋯,n, | (1.3) |
where W(t) is a Brownian motion, u(i)0(i=1,2,⋯,n) are Heaviside functions, ai represents the environment carrying capacity, and bij are positive constants satisfying min{bii}>2nmaxj≠k{bjk}, rank{(bij)n×n}=n.
To study the existence of stochastic travelling wave solution for stochastic N-species cooperative systems (1.3), it needs to introduce a suitable wavefront marker for system (1.3). The comparison method is applied to prove the boundedness of the solutions based on the random monotonicity and the Feynman-Kac formula. The existence of the travelling wave solution is focused on verifying the trajectory property, connecting the two states poses the support compactness propagation (SCP) property, defined by Shiga in [22].
Denote
Y=(u(1),u(2),⋯,u(n))T,Y0=(u(1)0,u(2)0,⋯,u(n)0)T, |
and
Fi(Y)=u(i)(ai−biiu(i)+n∑j=1j≠ibiju(j)),F(Y)=(F1(Y),⋯,Fn(Y))T, |
then the stochastic cooperative system (1.3) can be rewritten as the following vector equation
{dY=[Yxx+F(Y)]dt+ϵYdWt,Y(0,x)=Y0. | (1.4) |
For any matrix M=(mij)n×m, define the norm |⋅| as |M|=n∑i=1n∑j=1|mij|, and the vector norm is defined as ||A||∞=maxi(Ai) for vector A=(ai)n×1. Let Ω be the space of temper distributions, F be the σ-algebra on Ω, and (Ω,F,P) be the white noise probability space.
In order to apply the Feynman-Kac formula in [7], we can define
βt(k):=e∫t0k(s)dWs−12∫t0k2(s)ds,0≤t<∞. |
Denote by
ϕλ(x)=e−λ|x|,||f||λ=supx∈R(|f(x)ϕλ(x)|),C+={f|f:R→[0,∞)andfiscontinuous},C+λ={f∈C+|fiscontinuous,and|f(x)ϕλ(x)|→0asx→±∞},C+tem=∩λ>0C+λ. |
C+C[0,1]={f|f:R→[0,1]} is space of nonnegative functions with compact support, Φ={f:||f||λ<∞forsomeλ<0} is the space of functions with exponential decay, and C+tem is the space of vector valued functions whose each component belongs to C+tem.
The rest of the paper is organized as follows. In Section 2, the existence of stochastic travelling wave solution is established. In Section 3, the upper and lower bound of asymptotic wave speed are obtained. An example of 3-species stochastic cooperative system is also presented in Section 4.
In this section, we establish the existence of stochastic travelling wave solution. We first provide with the definition of stochastic travelling wave solution, which is from [1]. To the end, it needs to define some state space follows as
D[0,∞)={ϕ:R→[0,∞),ϕis right continuous and decreasing,ϕ−∞=limx→−∞ϕexists}.D[0,1]={ϕ:R→[0,1],ϕis right continuous and decreasing}.D={ϕ∈D[0,1]:ϕ(−∞)=1,ϕ(∞)=0}. |
We endow D[0,∞) with the topology induced from L1loc(R) metric. Then D[0,1] and D are the measurable subset of D[0,∞). It follows from [13] that D[0,∞), D[0,1] and D are Polish spaces and compact.
Consider the following stochastic reaction diffusion equation with Heaviside data
{du=[Duxx+f(u)]dt+σ(u)dWt,u(0)=χx≤0. | (2.1) |
Definition 2.1 (Stochastic travelling wave solution). A stochastic travelling wave is a solution u=(u(t):t≥0) to (2.1) with values in D and for which the centered process (˜u(t)=u(t,⋅+R0(t)):t≥0) is a stationary process with respect to time, where R0(t) is a wave front marker. The law of a stochastic travelling wave is the law of ˜u(0) on D.
Then, we prove the following Lemmas 2.2 and 2.3 by the idea of Tribe [1].
Lemma 2.2. For any Heaviside functions Y0, and a.e. ω∈Ω, there exists a unique solution to (1.4) in law with the form
Y(t,x)=∫RG(t,x,y)Y0dy+∫t0∫RG(t−s,x,y)F(Y)dsdy+ϵ∫t0∫RG(t−s,x,y)YdWsdy, | (2.2) |
where G(t,x,y) is Green function, and Y(t,x)∈C+tem.
Lemma 2.3. All solutions to (1.4) started at Y0 have the same law which we denote by QY0,ai,bij, and the map (Y0,ai,bij)→QY0,ai,bij is continuous. The law QY0,ai,bij for Y0 as a Heaviside function forms a strong Markov family.
Next, we estimate the term Y(t,x), which is key tools to prove the existence of stochastic travelling wave solutions.
Theorem 2.4. For any Heaviside functions u(i)0, and t>0 fixed, a.e. ω∈Ω, it permits that
E[n∑i=1u(i)(t,x)]≤C(ϵ,t)(n∑i=1u(i)0+αk−ϵ22k),∀x∈R, | (2.3) |
where C(ϵ,t) is a constant, k=mini{bii}−(n−1)maxi≠j{bij}n, α=maxi{ai}.
Proof. Denote by ϕ(t,x)=n∑i=1u(i)(t,x), we have
{dϕ=[ϕxx+n∑i=1u(i)(t,x)(ai−biiu(i)+n∑j=1j≠ibiju(j))]dt+ϵϕdWt,ϕ(0,x)=ϕ0=n∑i=1u(i)0, | (2.4) |
Since min{bii}>2nmaxj≠k{bjk}, then
n∑i=1u(i)(ai−biiu(i)+n∑j=1j≠ibiju(j))≤αn∑i=1u(i)−mini{bii}n∑i=1(u(i))2+2maxi≠j{bij}n∑i,j=1i<ju(i)u(j)≤αn∑i=1u(i)−kn∑i=1(u(i))2≤n∑i=1u(i)(α−kn∑i=1u(i)). |
Let ψ be the solution of the following equation
{dψ=[ψxx+ψ(α−kψ)]dt+ϵψdWt,ψ0=n∑i=1u(i)0, | (2.5) |
then, u(i)(t,x)≤ψ(t,x) a.s., i=1,2,⋯,n.
Let ζ be a solution to the following equation
{ζt=ζxx+ζ(α−kζ)−ϵ22ζ,ζ0=ψ0. | (2.6) |
We claim that for every (t,x)∈[0,∞)×R, it follows
einf0≤r≤t∫trϵdWsζ(t,x)≤ψ(t,x)≤esup0≤r≤t∫trϵdWsζ(t,x)a.s. | (2.7) |
In fact, we prove this claim by contradiction. We suppose that there is (t0,x0)∈[0,∞)×R such that
ψ(t0,x0)>esup0≤r≤t0∫t0rϵdWsζ(t0,x0), | (2.8) |
which implies that
ψ(t0,x0)>ζ(t0,x0). |
To construct a new probability space (ˆΩ,ˆF,ˆP), and denote ˆW=(ˆW(t):t≥0) be a Brownian motion over the new probability space. Let Xt0,x0s=(t0−s,x0+√2ˆW(s)),s>0, and define a stopping time
τ=inf{s>0:ζ(Xt0,x0s)=ψ(Xt0,x0s)}, |
for each ω∈ˆΩ. Using the stochastic Feynman-Kac formula and by the strong Markov property, we have almost surely
ψ(t0,x0)=ˆE[ψ(Xt0,x0τ)exp(∫τ0(α−kψ(Xt0,x0τ))]×exp(∫t0t0−τϵdWs−12∫t0t0−τϵ2ds)≤ˆE[ζ(Xt0,x0τ)e∫τ0(α−kζ(Xt0,x0τ))ds]×e∫t0t0−τϵdWs−12∫t0t0−τϵ2ds=esup0≤r≤t0∫t0t0−rϵdWsζ(t0,x0), |
which contradicts (2.8) and the upper bound is proved.
Similarly, we have almost surely
ψ(t0,x0)≥exp(inf0≤r≤t0∫t0rϵdWs)ζ(t0,x0)a.s. |
For arbitrary t>0 fixed, for any σ>0, multiplying G(t−s+σ,x−y) in (2.6) and integrating over R, we obtain
∂∂s∫Rζ(s,y)G(t−s+σ,x−y)dy≤(α−ϵ22)∫Rζ(s,y)G(t−s+σ,x−y)dy−k(∫Rζ(s,y)G(t−s+σ,x−y)dy)2. |
Let φ(s)=∫Rζ(s,y)G(t−s+σ,x−y)dy, thus we get
{dφ(s)ds≤(α−ϵ22)φ(s)−kφ2(s),φ0=∫Rζ0G(t+σ,x−y)dy. | (2.9) |
In general, we have
φ(s)≤φ0+αk−ϵ22k, | (2.10) |
which implies
∫Rζ(t,y)G(σ,x−y)dy≤∫Rζ0G(t+σ,x−y)dy+αk−ϵ22k. | (2.11) |
Let σ→0, then
ζ(t,x)≤∫Rζ0G(t,x−y)dy+αk−ϵ22ka.s. | (2.12) |
Combining the above estimate with (2.7), we obtain
n∑i=1u(i)(t,x)≤esup0≤r≤t∫trϵdWs×(∫Rψ0G(t,x−y)dy+αk−ϵ22k)a.s. | (2.13) |
Fixing the initial data u(i)0=piχ(−∞,0], and taking the expectation, we get
E[n∑i=1u(i)(t,x)]≤C(ϵ,t)(n∑i=1u(i)0+αk−ϵ22k), | (2.14) |
where C(ϵ,t)=E[esup0≤r≤t∫trϵdWs].
Lemma 2.5. For any Heaviside functions u(i)0, a.e. ω∈Ω and t>0, one has
E[n∑i=1|u(i)(t)|2]≤E[n∑i=1|u(i)0|2]e−t+K(1−e−t), | (2.15) |
where K=(ϵ6+2α+1)3n54k2.
Proof. Let V(t):=n∑i=1|u(i)(t)|2, by Itô formula we have
dV(t)=2n∑i=1⟨u(i),△u(i)⟩dt+2n∑i=1⟨u(i),aiu(i)−bii(u(i))2+n∑j=1biju(i)u(j)⟩dt+ϵ2n∑i=1(u(i))2dt+2ϵn∑i=1(u(i))2dWt. |
Integrate both sides on [0,t] and take expectation, we have
E[V(t)]=En∑i=1(u(i)0)2+2En∑i=1∫t0⟨u(i),△u(i)⟩ds+2En∑i=1∫t0⟨u(i),aiu(i)−bii(u(i))2+n∑j=1biju(i)u(j)⟩ds+ϵ2n∑i=1E∫t0(u(i))2ds≤En∑i=1(u(i)0)2−2En∑i=1∫t0|∇u(i)|2ds+2αEn∑i=1∫t0(u(i))2ds−2kEn∑i=1∫t0(u(i))3ds+ϵ2En∑i=1∫t0(u(i))2ds≤En∑i=1(u(i)0)2−2kEn∑i=1∫t0(u(i))3ds+2αEn∑i=1∫t0(u(i))2ds+ϵ2En∑i=1∫t0(u(i))2ds+En∑i=1∫t0(u(i))2ds−En∑i=1∫t0(u(i))2ds. |
By Young inequality we have
(2α+1)E∫t0n∑i=1(u(i))2ds≤k∫t0En∑i=1(u(i))3ds+(2α+1)3n54k3t, | (2.16) |
and
ϵ2E∫t0n∑i=1(u(i))2ds≤k∫t0En∑i=1(u(i))3ds+ϵ6n54k2t. | (2.17) |
Combining (2.16) with (2.17) offers that
E[n∑i=1|u(i)(t)|2]≤E[n∑i=1|u(i)0|2]+(ϵ6+2α+1)3)n54k2t−En∑i=1∫t0(u(i))2ds. |
Thus by Gronwall inequality we have
Esup0≤t≤T[n∑i=1|u(i)(t)|2]≤E[n∑i=1|u(i)0|2]e−t+(ϵ6+2α+1)3)n54k2(1−e−t). |
Modifying the argument in Lemma 2.1 from [1], we can estimate how fast the compact support of Y(t) can spread.
Lemma 2.6. Let Y(t,x) be a solution to (1.4) started at Y0, suppose for some R>0 that Y0 is supported outside (−R−2,R+2), then for any t≥1,
P(∫t0∫R−R||Y(s,x)||∞dsdx>0)≤Cet∫√t|x|−(R+1)exp(−(|x|−(R+1))22t)||Y0||∞dx. |
Proof. From Theorem 2.4, we know the solution Y(t,x) is uniformly bounded, thus the sup-solution solves
{dv(i)=[v(i)xx+v(i)(k−bv(i))]dt+ϵv(i)dWt,v(i)(0)=u(i)0,i=1,2,⋯,n, | (2.18) |
where k>0 is a constant satisfying Fi(Y)≤u(k−bu). Refer to [1,23], the proof can be completed.
Remark 1. When R0(t) is defined as a wavefront marker as in [1], the SCP property of Y(t,x) can not hold. Additionally, we can not ensure the translational invariance of the solution Y(t,x) with respect to R0(t). However thanks to Lemma 2.6, we can choose a suitable wavefront marker to ensure the SCP property of Y(t) holds.
It is easy to verify that Y(t,x) satisfy Kolmogorov tightness criterion, and Y(t,x)∈K(C,δ,μ,γ), which helps constructing a probability measure sequence, which is convergent.
Lemma 2.7. For any Heaviside functions u(i)0, t>0, fixed p≥2 and a.e. ω∈Ω, if |x−x′|≤1, there exists positive constant C(t), such that
QY0(|Y(t,x)−Y(t,x′)|p)≤C(t)|x−x′|p/2−1. |
Proof. Referring to [1], it is not difficult to complete the proof.
Define QY0 as the law of the unique solution to Eq (1.4) with initial data Y(0)=Y0. For a probability measure ν on C+tem, we define
Qν(A)=∫C+temQY0(A)ν(dY0). |
In order to construct the travelling wave solution to Eq (1.3), we must ensure that the translation of solution with respect to a wavefront marker is stationary and the solution poses the SCP property. However, R0(Y(t)) does not satisfy this condition. So we have to choose a new suitable wavefront marker. As the solution to (1.4) with Heaviside initial condition is exponentially small almost surely as x→∞, with the stochastic Feynman-Kac formula we may turn to R1(t):C+tem→[−∞,∞] defined as
R1(f)=ln∫Rexfdx,R1(u(i)(t))=ln∫Rexu(i)(t)dx, |
and
R1(t):=R1(Y(t))=maxi{R1(u(i)(t))}. |
The marker R1(t) is an approximation to R0(Y(t))=maxi{R0(u(i)(t))}.
Let
Z(t)=Y(t,⋅+R1(t))=(Z1(t),Z2(t),⋯,Zn(t))T,Z0(t)=Y(t,⋅+R0(Y(t))), |
and define
Z(t)={(0,0,⋯,0)T,R1(t)=−∞,(u(1)(t,⋅+R1(t)),u(2)(t,⋅+R1(t))⋯,u(n)(t,⋅+R1(t)))T,−∞<R1(t)<∞(p1,p2,⋯,pn)T,R1(t)=∞. |
Hence Z(t) is the wave shifted so that the wavefront marker R1(t) lies at the origin. Note that whenever R0(Y0)<∞, the compact support property implies that R0(t)<∞, ∀t>0, QY0-a.s.
Remark 2. Here we define R1(t) in the maximum form, not only since it simplifies the discussion about boundedness, but also the asymptotic wave speed is the minimum wave speed which keeps the travelling wave solution monotonic. As mentioned before, we approximate the asymptotic wave speed via c=limt→∞R1(t)t. Therefore, the wavefront marker R1(t) defined in such form can ensure the travelling wave solutions of the two subsystems monotonic.
Define
νT=thelawof1T∫T0Z(s)dsunderQY0. |
Now we summarise the method for constructing the travelling wave solution. With the initial data (u(1)0=p1χ(−∞,0],u(2)0=p2χ(−∞,0],⋯,u(n)0=pnχ(−∞,0])∈C+tem as Heaviside function, we shall show that the sequence {νT}T∈N is tight (see Lemma 2.9) and any limit point is nontrivial (see Theorem 2.10). Hence for any limit point ν (the limit is not unique), Qν is the law of a travelling wave solution. Two parts constituting the proof of tightness are Kolmogorov tightness criterion for the unshifted waves (see Lemma 2.7) and the control on the movement of the wavefront marker R1(t) to ensure the shifting will not destroy the tightness (see Lemma 2.8).
Lemma 2.8. For any Heaviside functions u(i)0, t≥0, d>0, T≥1, and a.e. ω∈Ω there exists a positive constant C(t)<∞, such that
QνT(|R1(t)|>d)≤C(t)d. | (2.19) |
Proof. By the comparison principle proposed in [24,25], we can construct a sup-solution satisfying, for i=1,2,⋯,n,
{d˜u(i)=[˜u(i)xx+k0˜u(i)]dt+ϵ˜udWt,˜u(i)0=u(i)0, | (2.20) |
where the constant k0>0 can be obtained by Theorem 2.4 such that Fi(Y)<k0u(i). Therefore, we know that u(i)(t)≤˜u(i)(t) hold on [0,T] uniformly, and for a.e. ω∈Ω the solution ˜Y(t,x) to Eq (2.20) is
˜Y(t,x)=∫Rek0tG(t,x−y)Y0(y)dy+ϵ∫R∫t0G(t−s,x−y)˜YdWsdy. | (2.21) |
Applying the comparison method yields, for any i=1,2,⋯,n we have
Qu(i)0(∫Ru(i)(t,x)exdx)≤E[∫R˜u(i)(t,x)exdx]=ek0t+t∫Ru(i)0(x)exdx. |
Without loss of generality, we assume that R1(t)=R1(u(1)(t)), then
∫Ru(1)(t,x+R1(t))exdx=e−R1(t)∫Ru(1)(t,x)exdx=1. |
Combing with the above arguments, we deduce that
QνT(R1(t)≥d)=1T∫T0Qu(1)0(Qu(1)(s)(e−d∫Ru(1)(t,x)exdx≥1))ds≤e−dek0t+t. |
Then the Jensen's inequality gives
Qu(1)0(R1(t))≤ln(ek0t+t∫Ru(1)0(x)exdx)≤k0t+t+R1(u(1)0). |
Direct calculation implies
1TQu(1)0(∫T+ttR1(s)ds−∫T0R1(s)ds)≤1T∫T0∫∞0Qu(1)0(R1(t+s)−R1(s)≥y)dyds−dT∫T0Qu(1)0(R1(t+s)−R1(s)≤−d)ds=∫∞0QνT(R1(t)≥y)dy−dQνT(R1(t)≤−d). |
Thus, by rearranging the above inequalities
QνT(R1(t)≤−d)≤1d∫∞0QνT(R1(t)≥y)dy+1dT∫T0QνT(R1(s))ds≤C(t)d, |
which completes the proof of Lemma 2.8.
We will prove the marker R1(t) is bounded, which helps to prove the sequence {νT:T∈N} is tight and the wavefront marker R0(t) is bounded. Next, we will show the tightness of {νT:T∈N} with Y(t,x)∈K(C,δ,μ,γ).
Lemma 2.9. For any Heaviside functions u(i)0, and a.e. ω∈Ω, the sequence {νT:T∈N} is tight.
Proof. Following the idea to prove Lemma 2.8, we focus on the term u(i)(t,x). Since Y(t,x)∈K(C,δ,μ,γ) gives u(i)(t,x)∈K(C,δ,μ,γ), then it is easy to prove that
νT(K(C,δ,γ,μ))=1T∫T0Qu(i)0(u(i)(t,⋅+R1(t))∈K(C,δ,γ,μ))ds≥1T∫T0Qu(i)0((u(i)(t,⋅+R1(t−1))∈K(Ce−μd,δ,γ,μ))×|R1(t)−R1(t−1)|≤d)ds≥1T∫T1Qu(i)0(QZ1(t−1)(u(i)(1)∈K(Ce−μd,δ,γ,μ)))dt−1T∫T1Qu(i)0(|R1(t)−R1(t−1)|≥d)dt=:I−II. |
With Lemma 2.8, II→0 as d→∞. Via the Kolmogorov tightness and Lemma 2.7, for given d,μ>0, one can choose C,δ,γ to make I as close to T−1T as desired. In addition, we have
νT{u(i)0:∫Ru(i)0(x)e−|x|dx≤∫Ru(i)0(x)exdx=1}=1. |
The definition of tightness implies that for given μ>0, one can choose C,δ,γ such that νT(K(C,δ,μ,γ)∩{u(i)0:∫Ru(i)0(x)e−|x|dx}) as close to 1 as desired for T and d sufficient large, which implies that the sequence {νT:T∈N} is tight.
Theorem 2.10. For any Heaviside functions u(i)0, and for a.e. ω∈Ω, there is a travelling wave solution to Eq (1.3), and Qν is the law of travelling wave solution.
Proof. By the comparison method, we have
Zi(t,x)≤et−ϵ22t+∫t0ϵdWs×1√2πt∫−x√2−∞e−|y|22tdya.s., |
under the law Qu(i)0 for t>0. Taking u(1)(t,x) together with Doob's inequality and (2.3), we have
u(1)(1,x)≤et−ϵ22+∫10ϵdWs×e−ϵ22(t−1)+∫t−10ϵdWs×12π√t−1∫+∞−∞∫−x√2−z−∞e−|y|22(t−1)dye−|y|22dz≤et−ϵ22+∫10ϵdWs×e−ϵ22(t−1)+∫t−10ϵdWs−x24ta.s., | (2.22) |
for all t>1. Integrate (2.22) in [d,∞) and take the expectation, we have
limd→∞Qu0(QZ1(t−1)(∫∞du(1)(1,x)dx))≤limd→∞√tet−d24t=0. | (2.23) |
Furthermore, it follows that
limd→∞Qu(1)0(QZ1(t−1)(∫∞du(1)(1,x)dx))=1, | (2.24) |
and
νT(u(1)0:limd→∞∫∞2du(1)0(x)dx=0)=1T∫T0Qu(1)0(∀δ>0,∃d0,∫∞2dZ1(t,x)dx)<δ∀d>d0)dt,|R1(t)−R1(t−1)|≤d,∀d>d0)dt≥1T∫T1Qu(1)0(QZ1(t−1)(limd→∞∫∞du(1)(1,x)dx=0))dt−limd→∞QνT(|R1(1)|≥d). | (2.25) |
Thus by Lemma 2.8, combining (2.24) with (2.25) gives
limT→∞limd→∞νT(u(1)0:∫∞du(1)0(x)dx=0)=1. | (2.26) |
To prove the boundness of R0(t), it follows from νTn(u(1)0:∫Ru(1)0(x)exdx=p1)=1 that ν(u(1)0:∫Ru(1)0(x)exdx≤p1)=1. Taking ed1(x)=ed−|x−d|, we have
ν(u(1)0:(u(1)0,ex)≥p1)≥ν(u(1)0:∫Ru(1)0(x)ed1(x)dx≥p1)≥limsupn→∞νTn(u(1)0:∫Ru(1)0(x)ed1(x)dx=p1)=limsupn→∞νTn(u(1)0:∫Ru(1)0(x)I(d,∞)dx)=0)→1,asd→∞. |
As ν(u(1)0:∫Ru(1)0(x)exdx=p1)=1, we obtain ν(u(1)0:R0(u(1)0)>−∞)=1. Now, we complete the half of the proof of the boundness of the wavefront marker R0(t). Take ψd∈Φ with (ψd>0)=(d,∞), then
ν(u(1)0:R0(u(1)0)≤d)=ν(u(1)0:∫Ru(1)0(x)ψd(x)dx=0)≥limsupn→∞νTn(u(1)0:∫Ru(1)0(x)ψd(x)dx=0)=limsupn→∞νTn(u(1)0:∫Ru(1)0(x)I(d,∞)dx=0)→1,asd→∞, |
so we have ν(Y0:−∞<R0(Y0)<∞)=1 and complete the proof of the boundedness of the wavefront marker R0(t). To verify that the solution Y(t) is nontrivial, let Rd1(t)=ln∫||Y(t)||∞ed1(x)dx, we have
Qν(∃s≤t,|Y(s)|=0)≤Qν(Rd1(t)<−d)≤limsupn→∞QνTn(Rd1(t)<−d)≤limsupn→∞(QνTn(R1(t)<−d)+QνTn(∫Ru(i)(t,x)I(d,∞)dx>0))≤C(t)d→0,asd→∞. |
We now show that Z(t) is a stationary process and Qν is the law of a travelling wave solution to (1.3). Let F:C+tem→R be bounded and continuous, and take u(i)(t,x) for example, for any fixed t>0
|QνTn(F(Zi(t)))−Qν(F(Zi(t)))|≤|QνTn(F(u(i)(t,⋅+Rd1(t))))−Qν(F(u(i)(t,⋅+Rd1(t))))|+||F(u(i)0)||∞(QνTn(R1(t)≠Rd1(t))+Qν(R1(t)≠Rd1(t))), |
since νTn(u(i)0:∫Ru(i)0exdx=pi)=1, we have
QνTn(R1(t)≠Rd1(t))≤QνTn(∫Ru(i)(t,x)I(d,∞)dx>0)≤C(k0,t)/d, | (2.27) |
and with ν(u(i)0:∫Ru(i)0exdx=pi)=1, we have
Qν(R1(t)≠Rd1(t))≤Qν(∫Ru(t,x)I(d,∞)dx>0)≤C(k0,t)/d. | (2.28) |
By the continuity of u(i)0→Qu(i)0, one have QνTn→Qν. Since F is bounded and continuous, we obtain that
|QνTn(F(u(i)(t,⋅+Rd1(t))))−Qν(F(u(i)(t,⋅+Rd1(t))))|→0,asn→∞. |
Therefore, we have
Qν(F(Zi(t)))=limn→∞QνTn(F(Zi(t)))=limn→∞1Tn∫Tn0Qu0(F(Zi(s)))ds=ν(F). |
It is straightforward to check that {Z(t):t≥0} is Markov, hence {Z(t):t≥0} is stationary. Since the map Y0→Y0(⋅−R0(Y0)) is measurable on C+tem, the process {Z0(t):t≥0} is also stationary, which implies that Qν is the law of the travelling wave solution to Eq (1.3).
In this section, we investigate the asymptotic property of the travelling wave solutions. By constructing the sup-solution and the sub-solution, we obtain the asymptotic wave speed for the two travelling wave solutions respectively. Then we have the estimation of the wave speed of travelling wave solutions to (1.3). Since the asymptotic wave speed c of the travelling wave solution defined as
c=limt→∞R0(t)ta.s., |
we denote by R0(u(i)(t))=sup{x∈R:u(i)(t,x)>0} for the sub-systems of the cooperative system. Since the wavefront marker R0(t) of the cooperative system is R0(t)=maxi{R0(u(i)(t))}, and the asymptotic wave speed is the maximum value among limt→∞R0(u(i)(t))t, we can define the wave speed c⋆ as
c⋆=limt→∞R0(Y(t))ta.s. |
We now construct a sup-solution. Let ˉY(t,x)=(ˉu(1)(t,x),⋯,ˉu(n)(t,x))T satisfying
{dˉu(i)=[ˉu(i)xx+ˉu(p−biiˉu)]dt+ϵˉudWt,ˉu(i)0=u(i)0,i=1,2,⋯,n, | (3.1) |
where Fi(Y)≤u(i)(p−biiu(i)), p=maxi≠j{bij}×maxi{√∑ni=1|u(i)0|2+K,C(ϵ,t)(n∑i=1u(i)0+αk−ϵ22k),pi}+1. Then we construct a sub-solution, denote by a=min{ai} and let Y_(t,x)=(u_(1)(t,x),⋯,u_(n)(t,x))T satisfy
{du_(i)=[u_(i)xx+u_(i)(a−biiu_)]dt+ϵu_dWt,u_(i)0=u(i)0,i=1,2,⋯,n. | (3.2) |
Obviously, Fi(Y)≥u(i)(a−biiu(i)). With Eq (3.1) and (3.2), we have such following conclusion:
Theorem 3.1. For any Heaviside functions u(i)0, let c⋆ be the asymptotic wave speed of Eq (1.3), then
√4a−2ϵ2≤c⋆≤√4p−2ϵ2a.s. | (3.3) |
In order to prove Theorem 3.1, we need the following lemmas. We first introduce the comparison method for the asymptotic wave speed.
Lemma 3.2. Let Y_(t,x) and ˉY(t,x) be the solutions to (3.2) and (3.1) respectively, if c_ is the asymptotic wave speed of Y_(t,⋅+R0(Y_(t))) and ˉc is the asymptotic wave speed of ˉY(t,⋅+R0(ˉY(t))), then
c_≤c⋆≤ˉca.s. |
Proof. The comparison method for the stochastic diffusion equation gives that Y_(t,x)≤Y(t,x)≤ˉY(t,x), which implies u_(i)(t,x)≤u(i)(t,x)≤ˉu(i)(t,x) a.s. and v_(i)(t,x)≤v(i)(t,x)≤ˉv(i)(t,x) a.s.. Denote the wavefront markers by R1(Y_(t)), R1(Y(t)) and R1(ˉY(t)), with the definition of asymptotic wave speed
c=limt→∞R1(t)ta.s., |
and the definition of the wavefront marker
R1(Y(t))=maxi{ln∫Ru(i)(t,x)exdx}, |
it gives
limt→∞R1(Y_(t))t≤limt→∞R1(Y(t))t≤limt→∞R1(ˉY(t))ta.s., | (3.4) |
which implies c_≤c⋆≤ˉca.s.. Thus, the proof of Lemma 3.1 is complete.
Now we show the asymptotic property of the wavefront marker of the sub-solution. Consider Eq (3.2), for i=1,2,⋯,n,
{du_(i)=[u_(i)xx+u_(i)(a−biiu_(i))]dt+ϵu_(i)dWt,u_(i)0=u0. |
Obviously u_(i) are independent from each other, thus we can divide (3.2) into n equations to study. For each equation one can have the asymptotic wave speed c(u_(i)) respectively, so the asymptotic wave speed of (3.2) is c(Y_)=maxi{c(u_(i))}.
Theorem 3.3. For any Heaviside functions u(i)0, Y_(t,x) is solution to (3.2), then the asymptotic wave speed c(Y_) satisfies
c(Y_)=√4a−2ϵ2a.s., | (3.5) |
where a=mini{ai}.
Proof. For any h>0, take κ∈(0,h24+√1−ϵ22h) and define
ηt(ω)=e∫t0ϵdWs−12∫t0ϵ2ds,0≤t≤∞, |
construct new probability space (˜Ω,˜F,˜P), ˜W=(˜W(t):t≥0) is a Brownian motion. Then there exists T1>0, such that for t≥T1 and a.e. ω∈Ω
e−ϵ22t−κt≤ηt(ω)≤e−ϵ22t+κt. |
Thus the stochastic Feynman-Kac formula gives
u_(i)(t,x)≤eat−12ϵ2t+κt˜P(˜W(t)≤−x√2)≤eat−12ϵ2t+κt−x24ta.s., |
for t≥T1. For a constant k, set x≥(k+h)t. Multiple ex with both sides and integrate in [(k+h)t,∞), we have
∫∞(k+h)tu_(i)(t,x)exdx≤∫∞(k+h)texp(at−12ϵ2t+κt−x24t+x)dx≤2√teat−12ϵ2t+κt+t∫∞(k+h)t−2t√4te−x2dx≤√tea+κ−k24−kh2−h24−k−h−ϵ22ta.s., |
for t≥T1. Let k=√4a−2ϵ2+4−2, then we obtain
limt→∞∫∞(k+h)tu_(i)(t,x)exdx=0a.s. | (3.6) |
Integrating u_(i)(t,x)ex in [(√4a−2ϵ2+h)t,(k−h)t) yields
∫(k−h)t(√4a−2ϵ2+h)tu_(i)(t,x)exdx≤∫(k−h)t(√4a−2ϵ2+h)texp(at−12ϵ2t+κt−x24t+x)dx≤2√teat−12ϵ2t+κt+t∫(k−h)t−2t2√2(√4a−2ϵ2+h)t−2t2√te−x2dx≤√texp(at−ϵ22t+κt−4a−2ϵ24t−(√4a−2ϵ2)h2t−h24t+√4a−2ϵ2t+ht)−√texp(at−ϵ22t+κt−k24t+kh2t−h24t+kt−ht)≤√teκt+√4a−2ϵ2t−(√4a−2ϵ2)h2t−h24t+ht−√teκt−k24t+kh2t−h24t−hta.s., |
for t≥T1. Thus, we have
∫(√4a−2ϵ2+h)t(√4a−2ϵ2−h)tu_(i)(t,x)exdx≤√teκt+√4a−2ϵ2t+√4a−2ϵ2h2t−h24t−ht−√teκt+√4a−2ϵ2t−√4a−2ϵ2h2t−h24t+hta.s., |
and
∫(k+h)t(k−h)tu_(i)(t,x)exdx≤√teκt+kh2t−h24t−ht−√teκt−kh2t−h24t+hta.s., |
for t≥T1. Referring to [7], there exists T2>0, such that for all t≥T2 and x<(√4a−2ϵ2−h)t, there exist ρ1,ρ2>0 satisfying
e−ρ1√2tlnlnt≤u_(i)(t,x)≤eρ2√2tlnlnta.s., | (3.7) |
which goes into
∫(√4a−2ϵ2−h)t−∞u_(i)(t,x)exdx≤eρ2√2tlnlnt+(√4a−2ϵ2−h)ta.s. | (3.8) |
Since ∫∞(k+h)tu_(i)(t,x)exdx≤1, then we have
∫Ru_(i)(t,x)exdx≤eρ2√2tlnlnt+(√4a−2ϵ2−h)t(2+H(t)+G(t))a.s., | (3.9) |
where
H(t)=√te12ϵ2−ϵ22t+κt+kh2t−h24t−ρ2√2tlnlnt−√4a−2ϵ2t≤1, |
and
G(t)=√te12ϵ2−ϵ22t+κt−√4a−2ϵ2h2t−ρ2√2tlnlnt−h24t+2ht. |
Since h and κ are arbitrary, we derive that H(t)≤1 a.s. for large t. Direct calculation implies that almost surely
1tlnG(t)=12tln4t−1t(ln2−ϵ22+ϵ22t)+κ−4a−2ϵ24h−h24+2h−1tρ2√2tlnlnt, |
and
limt→∞1tlnG(t)=0. | (3.10) |
Hence, we obtain the upper bound of the asymptotic wave speed of the travelling wave solution to (3.2)
R1(t)t≤1tρ2√2tlnlnt+√4a−2ϵ2−h+1tln2+1tlnG(t)a.s. | (3.11) |
Moreover, it follows that
limsupt→∞R1(t)t≤√4a−2ϵ2a.s. | (3.12) |
and
R1(t)t≥−1tρ1√2lnlnt+√4a−2ϵ2−ha.s. | (3.13) |
Thus, we deduce that the lower bound followed as
liminft→∞R1(t)t≥√4a−2ϵ2a.s. | (3.14) |
Combining (3.12) and (3.14), we can get
limt→∞R1(t)t=√4a−2ϵ2a.s. | (3.15) |
The proof of Theorem 3.3 is complete.
By the method used in Theorem 3.3, we consider the sup-solution ˉY(t,x) satisfying the following equation, for i=1,2,⋯,n
{dˉu(i)=[ˉu(i)xx+ˉu(i)(p−a1ˉu(i))]dt+ϵˉudWt,ˉu(i)0=u(i)0. |
Similar to the proof of Theorem 3.3, we obtain the following result:
Theorem 3.4. For any Heaviside functions u(i)0, ˉY(t,x) is a solution to (3.1), then the asymptotic wave speed c(ˉY) satisfies
c(ˉY)=√4p−2ϵ2a.s. | (3.16) |
Based on discussion above, and combaining Theorem 3.3 and Theorem 3.4, with Lemma 3.2 we can achieve the conclusion:
√4a−2ϵ2≤c⋆≤√4p−2ϵ2a.s. | (3.17) |
which ends of the proof of Theorem 3.1.
Recently, Zhao and Shao [26] studied the asymptotic stability and stability of stochastic 3-species cooperative system without diffusion. Shao et al. [27] studied the stochastic permanence, stability and optimal harvesting policy of a 3-three species cooperative system with delays and Lévy jumps. In this section, we apply the above conclusions to the following 3-species stochastic cooperative system and give some results about stochastic travelling waves
{du=[uxx+u(a1−b1u+c1v)]dt+ϵudWt,dv=[vxx+v(a2−b2v+c2u+d1w)]dt+ϵvdWt,dw=[wxx+w(a3−b3w+c3v)]dt+ϵwdWt,u(0,x)=u0,v(0,x)=v0,w(0,x)=w0. | (4.1) |
If min{bi}>max{ci,d1} and b2≥b1+b3, it is easy to know that (0,0,0) is unstable, and (a1b1+c1b1×a2b1b3+a1b3c2+a3b1d1b1b2b3−b1c3d1−b3c1c2,a2b1b3+a1b3c2+a3b1d1b1b2b3−b1c3d1−b3c1c2,a3b3+c3b3×a2b1b3+a1b3c2+a3b1d1b1b2b3−b1c3d1−b3c1c2):=(p1,p2,p3) is the only stable point, which implies that 3-species coexist. Repeating the above argument on the stochastic cooperative systems (4.1), we have the following results:
Theorem 4.1. For any Heaviside functions u0,v0,w0, and ai,bi,ci,d1 are positive constants satisfying min{bi}>max{ci,d1}, b2≥b1+b3, then for a.e. ω∈Ω, there exists a travelling wave solution to Eq (4.1). Moreover, the asymptotic wave speed can be obtained
√4a−2ϵ2≤c≤√4p−2ϵ2a.s., | (4.2) |
where
p=2max{ci,d1}×max{E[esup0≤r≤t∫trϵdWs](u0+v0+w0+αk−ϵ22k),√|u0|2+|v0|2+|w0|2+ϵ6+(2α+1)318k2,p1,p2,p3}+α, |
and α=max{ai}, a=min{ai}, k=min{bi}−max{ci,d1}3.
This paper introduces the travelling wave solution of stochastic N-species cooperative systems with noise, and we obtain the existence of travelling wave solution in law and estimate its corresponding wave speed. The upper bound of asymptotic wave speed depends on all the coefficients and the strength and noise, while the lower bound only relies on the environment capacity and strength of the noise. In fact, the minimal propagation speed of travelling wave depends on the supporting capacity of the natural environment, and the maximum propagation speed relies on the interspecific interaction intensity and intrinsic growth rate.
The authors have not used Artificial Intelligence (AI) tools in the creation of this article.
This paper has been funded by National Natural Science Foundation of China (11771449, 12031020, 61841302), and Natural Science Foundation of Hunan Province, China (2020JJ4102). In addition, we thank the anonymous referees for their valuable comments and suggestions.
The authors declare that there are no conflicts of interest.
[1] | Forsberg R (1984) A study of terrain reductions, density anomalies and geophysical inversion methods in gravity field modelling. No. OSU/DGSS-355, Ohio State University. |
[2] | Müller-wohlfeil DI, lahmer W, krysanova V, et al. (1996) Topography-based hydrological modeling in the Elbe River drainage basin. In: Third International Conference/Workshop on Integrating GIS and Environmental Modeling, National Center for Geographic Information and Analysis, C.A, Santa Fe. |
[3] | Mark DM, Smith B (2004) A science of topography: from qualitative ontology to digital representations. In: Bishop MP, Shroder JF (Eds.), Geographic Information Science and Mountain Geomorphology, Springer-Praxis, Chichester, England, 75-97. |
[4] | Khal M, Algouti Ab, Algouti A (2018) Modeling of Water Erosion in the M'Goun Watershed Using OpenGIS Software. In: World Academy of Science, Engineering and Technology International Journal of Computer and Systems Engineering, 12: 1102-1106. |
[5] | Mcluckie D, NFRAC (2008) Flood risk management in Australia. Aust J Emerg Manag 23: 21-27. |
[6] |
Ait Mlouk M, Algouti Ab, Algouti Ah, et al. (2018) Assessment of river bank erosion in semi-arid climate regions using remote sensing and GIS data: a case study of Rdat River, Marrakech, Morocco. Estud Geol 74: 81. doi: 10.3989/egeol.43217.493
![]() |
[7] |
Williams J (2009) Weather Forecasting. The AMS Weather Book: The Ultimate Guide to America's Weather. American Meteorological Society, Boston, MA. doi: 10.1007/978-1-935704-55-3
![]() |
[8] |
Da ros D, Borga M (1997) Use of digital elevation model data for the derivation of the geomorphological instantaneous unit hydrograph. Hydrol Process 11: 13-33. doi: 10.1002/(SICI)1099-1085(199701)11:1<13::AID-HYP400>3.0.CO;2-M
![]() |
[9] |
Tesfa TK, Tarboton DG, Watson DW, et al. (2011) Extraction of hydrological proximity measures from DEMs using parallel processing. Environ Model Softw 26: 1696-1709. doi: 10.1016/j.envsoft.2011.07.018
![]() |
[10] |
Jobin T, Prasannakumar V (2015) Comparison of basin morphometry derived from topographic maps, ASTER and SRTM DEMs: an example from Kerala, India. Geocarto Int 30: 346-364. doi: 10.1080/10106049.2014.955063
![]() |
[11] | Kishan SR, Anil KM, Vinay KS, et al. (2012) Comparative evaluation of horizontal accuracy of elevations of selected ground control points from ASTER and SRTM DEM with respect to CARTOSAT-1 DEM: a case study of Shahjahanpur district, Uttar Pradesh, India. Geocarto Int 28: 439-452. |
[12] |
Tian Y, Lei S, Bian Z, et al. (2018) Improving the Accuracy of Open Source Digital Elevation Models with Multi-Scale Fusion and a Slope Position-Based Linear Regression Method. Remote Sens 10: 1861. doi: 10.3390/rs10121861
![]() |
[13] | Cuartero A, Felicsimo AM, Ariza FJ (2004) Accuracy of DEM generation from TERRA-ASTER stereo data. Int Arch Photogramm Remote Sens 35: 559-563. |
[14] |
Day T, Muller J (1988) Quality assessment of digital elevation models produced by automatic stereo-matchers from SPOT image pairs. Photogramm Rec 12: 797-808. doi: 10.1111/j.1477-9730.1988.tb00630.x
![]() |
[15] |
Fujisada H (1994) Overview of ASTER instrument on EOS-AM1 platform. In: Proceedings of SPIE, 2268: 14-36. doi: 10.1117/12.185838
![]() |
[16] |
Toutin T (2008) ASTER DEMs for geomatic and geoscientific applications. Int J Remote Sens 29: 1855-1875. doi: 10.1080/01431160701408477
![]() |
[17] | Bolstad PV, Stowe T (1994) An evaluation of DEM accuracy: elevation, slope, and aspect. Photogramm Eng Remote Sens 60: 1327-1332. |
[18] |
Blöschl G, Sivapalan M (1995) Scale issues in hydrological modelling: A review. Hydrol Process 9: 251-290. doi: 10.1002/hyp.3360090305
![]() |
[19] |
Vijith H, Seling LW, Dodge-Wan D (2015) Comparison and Suitability of SRTM and ASTER Digital Elevation Data for Terrain Analysis and Geomorphometric Parameters: Case Study of Sungai PatahSubwatershed (Baram River, Sarawak, Malaysia). Environ Res Eng Manag 71: 23-35. doi: 10.5755/j01.erem.71.3.12566
![]() |
[20] | Beven KJ, Moore ID (1993) Terrain analysis and distributed modelling in hydrology. New York: Wiley. |
[21] |
Wang XH, Yin ZY (1998) A comparison of drainage networks derived from digital elevation models at two scales. J Hydrol 210: 221-241. doi: 10.1016/S0022-1694(98)00189-9
![]() |
[22] |
Wang W, Yang X, Yao T (2012) Evaluation of ASTER GDEM and SRTM and their suitability in hydraulic modelling of a glacial lake outburst flood in southeast Tibet. Hydrol Process 26: 213-225. doi: 10.1002/hyp.8127
![]() |
[23] |
Nikolakopoulos KG, Kamaratakis EK, Chrysoulakis N (2006) SRTM vs ASTER elevation products. Comparison for two regions in Crete, Greece. Int J Remote Sens 27: 4819-4838. doi: 10.1080/01431160600835853
![]() |
[24] | Pryde JK, Osorio J, Wolfe ML, et al. (2007) USGS. An ASABE Meeting Presentation Paper Number: 072093, Minneapolis Convention Center Minneapolis, Minnesota, June; 072093. |
[25] |
Jing C, Shortridge A, Lin S, et al. (2014) Comparison and validation of SRTM and ASTER GDEM for a subtropical landscape in Southeastern China. Int J Digit Earth 7: 969-992. doi: 10.1080/17538947.2013.807307
![]() |
[26] |
Dewitt JD, Warner TA, Conley JF (2015) Comparison of DEMS derived from USGS DLG, SRTM, a statewide photogrammetry program, ASTER GDEM and LiDAR: implications for change detection. GIScience Remote Sens 52: 179-197. doi: 10.1080/15481603.2015.1019708
![]() |
[27] |
Moudrý V, Lecours V, Gdulová K, et al. (2018) On the use of global DEMs in ecological modelling and the accuracy of new bare-earth DEMs. Ecol Modell 383: 3-9. doi: 10.1016/j.ecolmodel.2018.05.006
![]() |
[28] |
Zhang K, Gann D, Ross M, et al. (2019) Comparison of TanDEM-X DEM with LiDAR Data for Accuracy Assessment in a Coastal Urban Area. Remote Sens 11: 876. doi: 10.3390/rs11070876
![]() |
[29] |
Kinsey-Henderson AE, Wilkinson SN (2012) Evaluating Shuttle radar and interpolated DEMs for slope gradient and soil erosion estimation in low relief terrain. Environ Modell Softw 40: 128-139. doi: 10.1016/j.envsoft.2012.08.010
![]() |
[30] |
Lin S, Jing C, Coles NA, et al. (2013) Evaluating DEM source and resolution uncertainties in the Soil and Water Assessment Tool. Stoch Environ Res Risk Assess 27: 209-221. doi: 10.1007/s00477-012-0577-x
![]() |
[31] |
Williams JR, Berndt HD (1977) Sediment yield prediction based on watershed hydrology. Transactions of the American Society of Agricultural and Biological Engineers. Trans ASAE 20: 1100-1104. doi: 10.13031/2013.35710
![]() |
[32] | Rexer M, Hirt C (2014) Comparison of free high-resolution digital elevation data sets (ASTER GDEM2, SRTM v2.1/v4.1) and validation against accurate heights from the Australian National Gravity Database. Aust J Earth Sci 61: 213-226. |
[33] | Renard KG, Foster GR, Weesies GA, et al. (1997) Predicting soil erosion by water: a guide to conservation planning with the revised universal soil loss equation (RUSLE). Agriculture Handbook, U.S. Department of Agriculture, No 703, 404. |
[34] |
Prasuhn V, Liniger H, Gisler S, et al. (2013) A high-resolution soil erosion risk map of Switzerland as strategic policy support system. Land Use Policy 32: 281-291. doi: 10.1016/j.landusepol.2012.11.006
![]() |
[35] |
Mondal A, Khare D, Kundu S, et al. (2016) Uncertainty of soil erosion modelling using open source high resolution and aggregated DEMs. Geosci Front 8: 425-436. doi: 10.1016/j.gsf.2016.03.004
![]() |
[36] |
Mondal A, Khare D, Kundu S (2017) Uncertainty analysis of soil erosion modelling using different resolution of open-source DEMs. Geocarto Int 32: 334-349. doi: 10.1080/10106049.2016.1140822
![]() |
[37] |
Uhlemann S, Thieken AH, Merz B (2014) A quality assessment framework for natural hazard event documentation: application to trans-basin flood reports in Germany. Nat Hazards Earth Syst Sci 14: 189-208. doi: 10.5194/nhess-14-189-2014
![]() |
[38] | USGS (2006) Earth Resources Observation and Science. Available from: https://www.usgs.gov/centers/eros. |
[39] |
Wang L, Liu H (2006) An efficient method for identifying and filling surface depressions in digital elevation models for hydrologic analysis and modelling. Int J Geogr Inf Sci 20: 193-213. doi: 10.1080/13658810500433453
![]() |
[40] | Das A, Agrawala R, Mohan S (2015) Topographic correction of ALOS-PALSAR images using InSAR-derived DEM. Geocarto Int 30: 145-153. |
[41] | Jäger R, Kaminskis J, Balodis J (2012) Determination of Quasi-geoid as Height Component of the Geodetic Infrastructure for GNSS-Positioning Services in the Baltic States. Latv J Phys Tech Sci 49: 2. |
[42] | Ghilani CD, Wolf PR (2006) Adjustment Computations: Spatial Data Analysis, 4th Edition, John Wiley & Sons, Hoboken. |
[43] |
Al-Fugara A (2015) Comparison and Validation of the Recent Freely Available DEMs over Parts of the Earth's Lowest Elevation Area: Dead Sea, Jordan. Int J Geosci 6: 1221-1232. doi: 10.4236/ijg.2015.611096
![]() |
[44] | Shaw EM (1988) Van Nostrand Reinhold International, London, United Kingdom. Hydrology in practice. |
[45] | Strahler AN (1964) Quantitative geomorphology of drainage basin and channel network. In Chow VT (ed), Handbook of Applied Hydrology, McGrawHill, NewYork, NY, USA. |
[46] | Wanielista MP, Kersten R, Eaglin R (1997) Hydrology: Water Quantity and Quality Control, Wiley, New York. |
[47] | Musy A (2001) Ecole Polytechnique Fédérale, Lausanne, Suisse, e-drologie. |
[48] | Roche M (1963) Hydrologie de Surface. Gauthier-Villars, Paris, 140: 659. |
[49] |
Horton RE (1945) Erosional development of streams and their drainage basins: hydro physical approach to quantitative morphology. Geol Soc Am Bull 56: 275-370. doi: 10.1130/0016-7606(1945)56[275:EDOSAT]2.0.CO;2
![]() |
[50] |
Strahler AN (1952) Hypsometric analysis of erosional topography. Bull Geol Soc Am 63: 1117-1142. doi: 10.1130/0016-7606(1952)63[1117:HAAOET]2.0.CO;2
![]() |
[51] |
Schumm SA (1956) Evolution of drainage systems and slopes in badlands at perth amboy, new jersey. Geol Soc Am Bull 67: 597-646. doi: 10.1130/0016-7606(1956)67[597:EODSAS]2.0.CO;2
![]() |
[52] |
Beven KJ, Kirkby MJ (1979) A physically based, variable contributing area model of basin hydrology. Hydrol Sci Bull 24: 43-69. doi: 10.1080/02626667909491834
![]() |
[53] |
Pandey A, Chowdary VM, Mal BC (2007) Identification of critical erosion prone areas in the small agricultural watershed using USLE, GIS and remote sensing. Water Resour Manage 21: 729-746. doi: 10.1007/s11269-006-9061-z
![]() |
[54] |
Freeman TG (1991) Calculating Catchment Area With Divergent Flow Based on a Regular Grid. Comput Geosci 17: 413-422. doi: 10.1016/0098-3004(91)90048-I
![]() |
[55] |
Kamp U, Bolch T, Olsenholler J (2005) Geomorphometry of Cerro Sillajhuay (Andes, Chile/Bolivia): Comparison of digital elevation models (DEMs) from ASTER remote sensing data and contour maps. Geocarto Int 20: 23-33. doi: 10.1080/10106040508542333
![]() |
[56] |
Datta PS, Schack-Kirchner H (2010) Erosion Relevant Topographical Parameters Derived from Different DEMs-A Comparative Study from the Indian Lesser Himalayas. Remote Sens 2: 1941-1961. doi: 10.3390/rs2081941
![]() |
[57] |
Luo W (1998) Hypsometric analysis with a geographic information system. Comput Geosci 24: 815-821. doi: 10.1016/S0098-3004(98)00076-4
![]() |
[58] |
Vaze J, Teng J, Spencer G (2010) Impact of DEM accuracy and resolution on topographic indices. Environ Modell Softw 25: 1086-1098. doi: 10.1016/j.envsoft.2010.03.014
![]() |
[59] |
Holmes KW, Chadwick OA, Kyriankidis PC (2000) Error in USGS 30-meter digital elevation model and its impact on terrain modelling. J Hydrol 233: 154-173. doi: 10.1016/S0022-1694(00)00229-8
![]() |
[60] |
Huggel C, Schneider D, Miranda PJ, et al. (2008) Evaluation of ASTER and SRTM DEM data for lahar modelling: A case study on lahars from Popocatépetl volcano, Mexico. J Volcanol Geotherm Res 170: 99-110. doi: 10.1016/j.jvolgeores.2007.09.005
![]() |
[61] |
De Vente J, Poesen J, Govers G, et al. (2009) The implications of data selection for regional erosion and sediment yield modelling. Earth Surf Process Landf 34: 1994-2007. doi: 10.1002/esp.1884
![]() |
[62] |
Nitheshnirmal S, Thilagaraj P, Abdul Rahaman S, et al. (2019) Erosion risk assessment through morphometric indices for prioritisation of Arjuna watershed using ALOS-PALSAR DEM. Model Earth Syst Environ 5: 907-924. doi: 10.1007/s40808-019-00578-y
![]() |
[63] | Bhakar R, Srivastav SK, Punia M (2010) Assessment of the relative accuracy of aster and SRTM digital elevation models along irrigation channel banks of Indira Gandhi Canal. J Water Land-use Manage 10: 1-11. |
[64] |
Hasan A, Pilesjo P, Persson A (2011) The use of LIDAR as a data source for digital elevation models-a study of the relationship between the accuracy of digital elevation models and topographical attributes in northern peatlands. Hydrol Earth Syst Sci Discuss 8: 5497-5522. doi: 10.5194/hessd-8-5497-2011
![]() |
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