
In this study, an extreme value analysis of wind and wave parameters is presented for three specific locations in the Greek seas that are known to be advantageous in terms of joint power production (both offshore wind and wave) and bathymetric conditions. The analysis is conducted via the Peak-Over-Threshold method, examining wind speed, significant wave height and peak wave period data from the ERA5 reanalysis dataset. Moreover, a multi-purpose floating platform suitable for offshore energy production is presented, which combines wind and wave energy resources exploitation and can be adequately utilized at the selected locations. The analysis is built to incorporate the solutions of the diffraction, motion-dependent and pressure-dependent radiation problems around the floating structure, along with the mooring line and wind turbine (WT) characteristics. Subsequently, a coupled hydro-aero-elastic analysis was performed in the frequency domain, while a dynamic analysis was conducted in order to evaluate the mooring characteristics. Lastly, offshore wind output and absorbed wave energy values were estimated, and different types of mooring systems were compared in terms of efficiency. It has been concluded that the wind energy capacity factor is higher than 50% in all the examined locations, and by the mooring system comparison, the tension-leg platform (TLP) represents the best-case scenario for wave energy absorption.
Citation: Kimon Kardakaris, Dimitrios N Konispoliatis, Takvor H Soukissian. Theoretical evaluation of the power efficiency of a moored hybrid floating platform for wind and wave energy production in the Greek seas[J]. AIMS Geosciences, 2023, 9(1): 153-183. doi: 10.3934/geosci.2023009
[1] | Xiaoming Su, Jiahui Wang, Adiya Bao . Stability analysis and chaos control in a discrete predator-prey system with Allee effect, fear effect, and refuge. AIMS Mathematics, 2024, 9(5): 13462-13491. doi: 10.3934/math.2024656 |
[2] | Xiongxiong Du, Xiaoling Han, Ceyu Lei . Dynamics of a nonlinear discrete predator-prey system with fear effect. AIMS Mathematics, 2023, 8(10): 23953-23973. doi: 10.3934/math.20231221 |
[3] | A. Q. Khan, Ibraheem M. Alsulami, S. K. A. Hamdani . Controlling the chaos and bifurcations of a discrete prey-predator model. AIMS Mathematics, 2024, 9(1): 1783-1818. doi: 10.3934/math.2024087 |
[4] | Ahmad Suleman, Rizwan Ahmed, Fehaid Salem Alshammari, Nehad Ali Shah . Dynamic complexity of a slow-fast predator-prey model with herd behavior. AIMS Mathematics, 2023, 8(10): 24446-24472. doi: 10.3934/math.20231247 |
[5] | A. Q. Khan, Ibraheem M. Alsulami . Discrete Leslie's model with bifurcations and control. AIMS Mathematics, 2023, 8(10): 22483-22506. doi: 10.3934/math.20231146 |
[6] | Saud Fahad Aldosary, Rizwan Ahmed . Stability and bifurcation analysis of a discrete Leslie predator-prey system via piecewise constant argument method. AIMS Mathematics, 2024, 9(2): 4684-4706. doi: 10.3934/math.2024226 |
[7] | Jie Liu, Qinglong Wang, Xuyang Cao, Ting Yu . Bifurcation and optimal harvesting analysis of a discrete-time predator–prey model with fear and prey refuge effects. AIMS Mathematics, 2024, 9(10): 26283-26306. doi: 10.3934/math.20241281 |
[8] | Wei Li, Qingkai Xu, Xingjian Wang, Chunrui Zhang . Dynamics analysis of spatiotemporal discrete predator-prey model based on coupled map lattices. AIMS Mathematics, 2025, 10(1): 1248-1299. doi: 10.3934/math.2025059 |
[9] | Ali Al Khabyah, Rizwan Ahmed, Muhammad Saeed Akram, Shehraz Akhtar . Stability, bifurcation, and chaos control in a discrete predator-prey model with strong Allee effect. AIMS Mathematics, 2023, 8(4): 8060-8081. doi: 10.3934/math.2023408 |
[10] | A. Q. Khan, Ibraheem M. Alsulami . Complicate dynamical analysis of a discrete predator-prey model with a prey refuge. AIMS Mathematics, 2023, 8(7): 15035-15057. doi: 10.3934/math.2023768 |
In this study, an extreme value analysis of wind and wave parameters is presented for three specific locations in the Greek seas that are known to be advantageous in terms of joint power production (both offshore wind and wave) and bathymetric conditions. The analysis is conducted via the Peak-Over-Threshold method, examining wind speed, significant wave height and peak wave period data from the ERA5 reanalysis dataset. Moreover, a multi-purpose floating platform suitable for offshore energy production is presented, which combines wind and wave energy resources exploitation and can be adequately utilized at the selected locations. The analysis is built to incorporate the solutions of the diffraction, motion-dependent and pressure-dependent radiation problems around the floating structure, along with the mooring line and wind turbine (WT) characteristics. Subsequently, a coupled hydro-aero-elastic analysis was performed in the frequency domain, while a dynamic analysis was conducted in order to evaluate the mooring characteristics. Lastly, offshore wind output and absorbed wave energy values were estimated, and different types of mooring systems were compared in terms of efficiency. It has been concluded that the wind energy capacity factor is higher than 50% in all the examined locations, and by the mooring system comparison, the tension-leg platform (TLP) represents the best-case scenario for wave energy absorption.
Predator-prey interaction is one of the most important subjects in the bio-mathematical literature. Therefore, many ecologists, mathematicians and biologists have investigated the dynamical behavior of the predator-prey system describing the interaction between prey and predator. The Lotka-Volterra predator-prey system, which is a fundamental population model, was introduced by Lotka [1] and Voltera [2]. The Lotka-Volterra model assumes that "the prey consumption rate by a predator is directly proportional to the prey abundance. This means that predator feeding is limited only by the amount of prey in the environment. While this may be realistic at low prey densities, it is certainly an unrealistic assumption at high prey densities where predators are limited, for example, by time and digestive constraints [3]." Since this model has neglected many real situations and complexities, it has been modified over the years by numerous researchers to ensure an accurate explanation and better understanding [3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23]. Additionally, many ecological concepts, such as diffusion, functional responses, time delays and the Allee effect, have been added to the predator-prey system to facilitate a more accurate description [7,13,14,15,16,20,23,24,25,26,27,28]. It is known to all that one of the important modifications to the system is immigration. The concept of immigration, which affects the population growth rate, is an external factor expressed for an organism that establishes a particular habitat. Both immigration and migration happen when there is shortage of basic needs due to human activities. Especially, predator-prey interactions may be disrupted due to different reactions to climate change. Sometimes, regular and seasonal migration and immigration drive living organisms to adopt traveling and nomadic lives [29]. Additionally, the process of immigration is a significant phenomenon that helps the ecosystem to achieve a state of stability. Specially, discrete-time systems that take into account seasonal events, such as immigration are more realistic [6,11,12,26,27,30,31,32,33,34,35]. There have also been many studies on the role of immigration and its impact on population dynamics. Sugie et al. studied the existence and uniqueness of limit cycles in a predator-prey system with constant immigration in [26]. Zhu et al. investigated the local and global stability in a delayed predator-prey system with constant-rate immigration [27]. Also, they showed the existence of the global Hopf bifurcation. Tahara et al. analyzed the asymptotic stability of the predator-prey systems by adding an immigration factor to the prey and predator populations in a classical Lotka-Volterra system [36].
Rana [23] investigated the dynamics of a discrete-time predator-prey system of Holling I type. The author analyzed the existence and local stability of positive fixed points in the system and showed that the system undergoes flip and Neimark-Sacker bifurcations. Also, Rana observed that, when the prey is in a chaotic dynamic state, the predator can tend to extinction or to a stable equilibrium. It is important to consider the effects of the presence of some number of immigrants because most predator-prey systems in nature are not isolated. The immigration effect of the predator-prey system has been rarely studied in literature. Therefore, we will investigate a discrete-time predator-prey system with constant immigration of the prey population, as follows:
Xt+1=rXt(1−Xt)−aXtYt+sYt+1=bXtYt−dYt, | (1.1) |
where Xt and Yt represent the population densities of the prey and predator at time t, respectively. r is the intrinsic growth rate of the prey, a is the per capita searching efficiency of the predator, b is the conversion rate of the predator, d is the death rate of the predator and s is the prey immigration rate. All parameters, r,a,b,d and s, are positive constants. The predator-prey system given by (1.1) assumes that the prey grows logistically with an intrinsic growth rate r and a carrying capacity of one in the absence of predation.
The contributions of this study are given as follows:
(1) The intended system consists of two interacting species, where one species is the food source for the other. In this paper, we have analyzed the immigration effect on the prey population in the system.
(2) The stability of the considered system is analyzed for possible fixed points.
(3) It has been shown that the proposed system undergoes both flip and Neimark-Sacker bifurcations.
(4) The OGY method has been applied to the system to control the chaos due to the emergence of the Neimark-Sacker bifurcation.
(5) Some numerical examples have been presented for our discrete-time predator-prey system with immigration in order to support the accuracy of our theoretical results.
Our task is to discuss the dynamics of a modified discrete-time predator-prey system with immigration of the prey population. The rest of the paper is organized as follows. In Section 2, the existence conditions and stability of the fixed points of the system are investigated. In Section 3, Neimark-Sacker and flip bifurcation analysis is explored by choosing r as a bifurcation parameter. Next, the directions of both Neimark-Sacker and flip bifurcations are obtained by using normal form theory [21,37]. In Section 4, an OGY feedback control strategy is implemented to control the chaos due to the emergence of Neimark-Sacker bifurcation. In Section 5, some numerical simulations are demonstrated out to support the accuracy of our theoretical finding. In the end, a brief conclusion is given.
In this section, we will examine the existence and stability of the fixed points of a discrete system with immigration of the prey in the close first quadrant R2+. To find the fixed points of the system given by (1.1), we can rewrite system (1.1) in the following form:
X∗=rX∗(1−X∗)−aX∗Y∗+sY∗=bX∗Y∗−dY∗. | (2.1) |
Solving the algebraic equation, we get that system (1.1) has the following fixed points:
E1=((r−1)+√(r−1)2+4rs2r,0):SurvivalofPopulation Xonly,andE2=(d+1b,(d+1)b(r−1)−r(d+1)2+sb2ab(d+1)):Coexistenceofallpopulations. |
We have obtained the following lemma regarding the existence of the fixed points of system (1.1).
Lemma 2.1. For system (1.1), the following statements hold true:
i) System (1.1) always has an axial positive fixed point E1=((r−1)+√(r−1)2+4rs2r,0).
ii) System (1.1) has a unique positive fixed point E2=(d+1b,(d+1)b(r−1)−r(d+1)2+sb2ab(d+1)) if (d+1)b(r−1)+sb2>r(d+1)2.
Now, we investigate the stability of the coexistence fixed point E2 of system (1.1) only. The Jacobian matrix of system (1.1) evaluated at the unique positive fixed point E2=(d+1b,(d+1)b(r−1)−r(d+1)2+sb2ab(d+1)) is given by
J(E2)=((d+1)(b−r(d+1))−sb2b(1+d)−a(d+1)b(d+1)b(r−1)−r(d+1)2+sb2a(d+1)1). |
Then, the characteristic polynomial of J(E2) is given by
F(λ)=λ2+((d+1)2r−2b(d+1)+sb2(d+1)b)λ+((d+1)−d(d2+4d+5)−2(d+1)b))r+sbd(d+1)−d. | (2.2) |
In order to analyze the dynamics of the unique positive fixed point E2=(d+1b,(d+1)b(r−1)−r(d+1)2+sb2ab(d+1)) of system (1.1), we present Lemma 2.2 [8,18,19]:
Lemma 2.2. Let F(λ)=λ2+Bλ+C, where B and C are two real constants, and let F(1)>0. Suppose λ1 and λ2 are two roots of F(λ)=0. Then, the following statements hold true:
i) |λ1|<1 and |λ2|<1 if and only if F(−1)>0 and C<1,
ii) |λ1|>1 and |λ2|>1 if and only if F(−1)>0 and C>1,
iii) ( |λ1|<1 and |λ2|>1) or ( |λ1|>1 and |λ2|<1) if and only if F(−1)<0,
iv) λ1 and λ2 are a pair of conjugate complex roots, and |λ1|=|λ2|=1 if and only if B2−4C<0 and C=1,
v) λ1=−1 and |λ2|≠1 if and only if F(−1)=0 and C≠±1.
Assume that λ1 and λ2 are the roots of the characteristic polynomial at the positive fixed point (x,y). Then, the point (x,y) is called a sink if |λ1|<1 and |λ2|<1 and it is locally asymptotically stable. (x,y) is known as a source or repeller if |λ1|>1 and |λ2|>1; thus, a source is always unstable. The point (x,y) is called a saddle point if (|λ1|<1 and |λ2|>1) or (|λ1|>1 and |λ2|<1). And, (x,y) is called non-hyperbolic if either |λ1|=1 or |λ2|=1.
Now, we will discuss the topological classification of the unique positive fixed point (d+1b,(d+1)b(r−1)−r(d+1)2+sb2ab(d+1)) of system (1.1), and we will apply Lemma 2.2 to prove the following lemma. From Eq (2.2), we can obtain F(1)=(d+1)b(r−1)−r(d+1)2+sb2b>0 if (d+1)b(r−1)+sb2>r(d+1)2.
Lemma 2.3. Assume that (d+1)b(r−1)+sb2>r(d+1)2; then, for a unique positive fixed point E2 of system (1.1), the following holds true.
i) E2 is a sink-type fixed point if the following conditions hold:
(1+d)(−bd+(−2+b−d)(1+d)r)+b2ds>0 |
and
(1+d)(−bd+(−2+b−d)(1+d)r)+b2ds<b(1+d). |
ii) E2 is a source (repeller)-type fixed point if the following conditions hold:
(1+d)(−bd+(−2+b−d)(1+d)r)+b2ds>0 |
and
(1+d)(−bd+(−2+b−d)(1+d)r)+b2ds>b(1+d). |
iii) E2 is a saddle-type fixed point if the following condition holds:
(1+d)(−bd+(−2+b−d)(1+d)r)+b2ds<0. |
iv) Assume that λ1 and λ2 are the roots of Eq (2.2); then λ1=−1 and |λ2|≠1 if and only if r=r1 and r≠r2,r2+2bd2−bd+3d−b+2.
v) The roots of Eq (2.2) are complex with modules of one if and only if
r=r2 and −sb2(d+1)2<r2<(4(d+1)−sb)b(d+1)2, |
where r1=−(2d+3−d2−sb(1−d))b(d+1)2(b−d−3) and r2=((d+1)2−sbd)b(d+1)2(b−(d+2)).
Example 2.1. For the parameter values a = 3.5, b = 4.5, d = 0.25, s = 0.75, r = 0.5 and the initial condition (x0,y0)=(0.25,0.6), the positive unique fixed point of system (1.1) is obtained as (x∗,y∗)=(0.27777778,0.58888889). Figure 1 shows that the fixed point (x∗,y∗) of system (1.1) is locally asymptotically stable, with x(t) and y(t) being the prey and predator populations at time t, respectively.
In this section, we will investigate flip and Neimark-Sacker bifurcations of the coexistence fixed point E2 by using the bifurcation theory in the sense of [15].
In this subsection, we investigate the existence conditions for the Neimark-Sacker bifurcation around coexistence fixed point by choosing the parameter r as a bifurcation parameter. Furthermore, the direction of the Neimark-Sacker bifurcation is given by applying bifurcation theory.
When the term (v) of Lemma 2.3 holds, we say that two eigenvalues of J(E2) are a pair of complex conjugates with a modulus of one. Therefore, we can write the following set:
NSBE2 =
{(r,a,b,d,s)∈R5+:(d+1)b(r−1)+sb2>r(d+1)2, rNS=r2, −sb2(d+1)2<r2<(4(d+1)−sb)b(d+1)2}, | (3.1) |
where r2=((d+1)2−sbd)b(d+1)2(b−(d+2)).
The Neimark-Sacker bifurcation appears when the parameter r varies in a small neigborhood of NSBE2. The eigenvalues of system (1.1) under these conditions are obtained by
λ,¯λ=(−M−T+bK)±i√Q2bK, | (3.2) |
where
M=sb2−bd−b,T=rd2+2rd+r,K=d+1,Q=−(M+T)2+2bK(M+T)+b2K2(4Kr−1)+4bK2(M−T). |
It is easy to see that
|λ|=|¯λ|=1. | (3.3) |
From the transversality condition, we get
d|λi(r)|dr|r=rNS=K−d2(d+4)(5d−2)Kb≠0, i=1,2. | (3.4) |
If the nonresonance condition B=−trJE2(rNS)≠0,−1, then
r2≠bα,b(α+1K), | (3.5) |
which obviously satisfies
λk(rNS)≠1 for k=1,2,3,4, | (3.6) |
where α=2K−sbK2. Assume that q,p∈C2 are two eigenvectors of J(NSBE2) and the transposed matrix JT(NSBE2) corresponding to λ and ¯λ, respectively. We have
q∼(1,−12K2a(M+T+bK+i√Q))T | (3.7) |
and
p∼(12K2a(M+T+bK+i√Q),1)T. | (3.8) |
To achieve the normalization <p,q>=1, where <.,.> means the standard scalar product in C2, we can set the normalized vectors as
q=(1,−12K2a(M+T+bK+i√Q))Tp=(12−i(M+T+bK)2√Q,−iK2a√Q)T. | (3.9) |
From Taylor expansion, substituting xt+x∗ into Xt, and yt+y∗ into Yt, the fixed point E2 of system (1.1) results in the origin (0,0), and system (1.1) converts to
(xtyt)→J(E∗)(xtyt)+(F1(xt,yt)F2(xt,yt)), | (3.10) |
where J(E∗)=J(x∗,y∗), and
F1(xt,yt)=−rx2t−aytxt+O(X4t),F2(xt,yt)=bxtyt+O(X4t), |
where Xt=(xt,yt)T. System (3.10) can be expressed as
(xt+1yt+1)=J(E∗)(xtyt)+12B(xt,xt)+16C(xt,xt,xt)+O(x4t), | (3.11) |
where B(x,y)=(B1(x,y)B2(x,y)) and C(x,y,u)=(C1(x,y,u)C2(x,y,u)) are symmetric multi-linear vector functions of x,y,u∈R2. We define the functions B(x,y) and C(x,y,u) by the following formulas:
B1(x,y)=2∑j,k=1∂2F1∂ξj∂ξk|ξ=0xjyk=−2rx1y1−ax1y2−ax2y1,B2(x,y)=2∑j,k=1∂2F2∂ξj∂ξk|ξ=0xjyk=bx1y2+bx2y1,C1(x,y,u)2=∑j,k,l=1∂3F1∂ξj∂ξk∂ξl|ξ=0xjykul=0,C2(x,y,u)=2∑j,k,l=1∂3F2∂ξj∂ξk∂ξl|ξ=0xjykul=0. | (3.12) |
For r near to rNS and z∈C, we use the transformation X=zq+¯z¯q; then, system (3.11) becomes
z→λ(r)z+g(z,¯z,r), | (3.13) |
where λ(r)=(1+φ(r))eiarctan(r), with φ(rNS)=0, and g(z,¯z,r) is a smooth complex-valued function. After Taylor expression of g with respect to (z,¯z), we obtain
g(z,¯z,r)=∑k+l≥21k!l!gkl(r)zk¯zl, with gkl∈k,l=0,1,.... | (3.14) |
Given the symmetric multi-linear vector functions, the Taylor coefficients gkl can be expressed by the following formulas:
g20(rNS)=<p,B(q,q)>,g11(rNS)=<p,B(q,¯q)>,g02(rNS)=<p,B(¯q,¯q)>,g21(rNS)=<p,C(q,q,¯q)>. | (3.15) |
The coefficient β2(rNS), which determines the direction of the appearance of the invariant curve in a generic system exhibiting the Neimark-Sacker bifurcation, can be calculated as follows:
β2(rNS)=Re(e−iarctan(rNS)2g21)−Re((1−2eiarctan(rNS))e−2iarctan(rNS)2(1−eiarctan(rNS))g20g11)−12|g11|2−14|g02|2, | (3.16) |
where eiarctan(rNS)=λ(rNS).
From the above analysis, we have the following theorem:
Theorem 3.1.1. Suppose that E2 is a positive unique fixed point of system (1.1). If Eq (3.5) holds, β2(rNS)≠0 and the parameter r changes its value in a small vicinity of NSBE2; then, system (1.1) passes through a Neimark-Sacker bifurcation at the fixed point E2. Moreover, if β2(rNS)<0 (β2(rNS)>0), then the Neimark-Sacker bifurcation of System (1.1) at r=rNS is supercritical (subcritical) and there exists a unique closed invariant curve bifurcation from E2 for r=rNS, which is attracting (repelling).
In this subsection, we will discuss the existence conditions for and direction of the flip bifurcation at a unique positive fixed point E2 of system (1.1) by choosing r as a bifurcation parameter.
If Lemma 2.3 (iv) holds, we see that one of the eigenvalues of J(E2) is −1 and the other eigenvalue is neither 1 nor −1. Therefore, there can be a flip bifurcation of the fixed point E2 if the parameter r varies in the small neighborhood of FBE2, where
FBE2={(r,a,b,d,s)∈R5+:(d+1)b(r−1)+sb2>r(d+1)2, r=rF=r1 , r≠r2,r2+2bd2−bd+3d−b+2}. | (3.17) |
The eigenvalues of system (1.1) under these conditions are given by
λ1(r1)=−1,λ2(r1)=−b2s+4d2−2bs−3b−2bds+10d+6−3bd−d2−4d+bd+b−3. | (3.18) |
In order to be λ2(r1)≠±1, we have
bs(b−2(1+d))≠−3d2+2b−6d+2bd−3,≠−5d2+4b−14d+4bd−9. | (3.19) |
Suppose that q,p∈R2 are two eigenvectors of J(FBE2) and the transposed matrix JT(FBE2), respectively, for λ1(r1)=−1. Then, we have
J(FBE2)q=−q and JT(FBE2)=−p. |
By direct calculation, we obtain
q∼(1,−(3d2+6d−2bd−2bds+3+b2−2bs−2b)ba(−7d−5d2+b−d3+2bd+bd2−3))T | (3.20) |
and
p∼(1,a(1+d)2b)T. | (3.21) |
To achieve the normalization <p,q>=1, where <,> means the standard scalar product in R2, we can write the normalized vectors p and q as
q=(1,−(3d2+6d−2bd−2bds+3+b2−2bs−2b)ba(−7d−5d2+b−d3+2bd+bd2−3))T,p=(2(−d2−4d+bd+b−3)5d2+14d−4bd−2bds+b2s−4b−2bs+9,−a(1+d)(−d2−4d+bd+b−3)b(5d2+14d−4bd−2bds+b2s−4b−2bs+9))T. | (3.22) |
Assume that xt=Xt−x∗, yt=Yt−y∗ and J(E∗)=J(x∗,y∗). We transform the fixed point E2 of system (1.1) into the origin (0,0). By Taylor expansion, system (1.1) can be taken as
(xtyt)→J(E∗)(xtyt)+(F1(xt,yt)F2(xt,yt)), | (3.23) |
where
F1(xt,yt)=−rFx2t−aytxt+O(X4t),F2(xt,yt)=bxtyt+O(X4t), |
where Xt=(xt,yt)T. System (3.23) can be expressed as
(xt+1yt+1)=J(E∗)(xtyt)+12B(xt,xt)+16C(xt,xt,xt)+O(x4t), | (3.24) |
where B(x,y)=(B1(x,y)B2(x,y)) and C(x,y,u)=(C1(x,y,u)C2(x,y,u)) are symmetric multi-linear vector functions of x,y,u∈R2 that are defined as follows:
B1(x,y)=2∑j,k=1∂2F1∂ξj∂ξk|ξ=0xjyk=−2rFx1y1−ax1y2−ax2y1,B2(x,y)=2∑j,k=1∂2F2∂ξj∂ξk|ξ=0xjyk=bx1y2+bx2y1,C1(x,y,u)2=∑j,k,l=1∂3F1∂ξj∂ξk∂ξl|ξ=0xjykul=0,C2(x,y,u)=2∑j,k,l=1∂3F2∂ξj∂ξk∂ξl|ξ=0xjykul=0. | (3.25) |
The sign of the coefficient β2(rFB) determines the direction of the flip bifurcation, and it can be calculated as follows:
β2(rF)=16⟨p,C(q,q,q)⟩−12⟨p,B(q,(J−I)−1B(q,q))⟩. | (3.26) |
From the above analysis, we have the following theorem:
Theorem 3.2.1. Suppose that E2 is a positive unique fixed point of system (1.1). If the condition given by (3.19) holds, β2(rF)≠0 and the parameter r changes its value in a small vicinity of FBE2; then, system (1.1) experiences a flip bifurcation at the fixed point E2. Moreover, if β2(rF)>0 (β2(rF)<0)), then there exists stable (unstable) period-2 orbits that bifurcate from E2.
In dynamical systems, it is desirable to optimize the system according to some performance criteria and avoid chaos. In order to stabilize the chaos in the case of unstable trajectories of the systems, different control techniques are applied. Therefore, chaos control is one of the attractive topics of current studies [8,9,10].
Chaos control can be obtained by applying various methods to the discrete-time systems. To control the chaos in system (1.1), we chose to explore a feedback control strategy and apply the OGY method to system (1.1) in the sense of [22]. In order to apply OGY techniques to system (1.1), we rewrite it as follows:
Xt+1=rXt(1−Xt)−aXtYt+s=f(Xt,Yt,r),Yt+1=bXtYt−dYt=g(Xt,Yt,r), | (4.1) |
where r is a controlling parameter. Furthermore, r is restricted to lie in some small interval |r−r0|<μ, where μ>0 and r0 denotes the nominal value belonging to the chaotic region. We apply a stabilizing feedback control strategy in order to move the trajectory toward the desired orbit. Suppose that (X∗,Y∗) is an unstable fixed point of system (1.1) in the chaotic region produced by the emergence of Neimark-Sacker bifurcation; then, system (4.1) can be approximated in the neighborhood of the unstable fixed point (X∗,Y∗) by the following linear map:
[Xt+1−X∗Yt+1−Y∗]≈A[Xt−X∗Yt−Y∗]+B[r−r0], | (4.2) |
where
A=[∂f(X∗,Y∗,r0)∂X∂f(X∗,Y∗,r0)∂Y∂g(X∗,Y∗,r0)∂X∂g(X∗,Y∗,r0)∂Y]=[−r0d2+2r0d+r+sb2−bd−bb(d+1)−a(d+1)br0bd+r0b−rd2−2r0d−r0+sb2−bd−ba(d+1)1] |
and
B=[∂f(X∗,Y∗,r0)∂r∂g(X∗,Y∗,r0)∂r]=[d+1b−(d+1)2b20]. |
On the other hand, system (4.1) can be controlled provided that the following matrix exists:
C=[B:AB]=[d+1b−(d+1)2b2−(b−d−1)(r0d2+2r0d+r+sb2−bd−b)b30(b−d−1)(r0bd+r0b−r0d2−2r0d−r0+sb2−bd−b)b2a], |
which has a rank of 2. We suppose that [r−r0]=−K[Xt−X∗Yt−Y∗]; where K=[ρ1 ρ2], then, system (4.2) can be written as follows:
[Xt+1−X∗Yt+1−Y∗]≈[A−BK][Xt−X∗Yt−Y∗]. | (4.3) |
The corresponding controlled system given by (1.1) can be written as
Xt+1=(r0−ρ1(Xt−X∗)−ρ2(Yt−Y∗))Xt(1−Xt)−aXtYt+s,Yt+1=bXtYt−dYt, | (4.4) |
where −ρ1(Xt−X∗)−ρ2(Yt−Y∗) is the control force; ρ1 and ρ2 are defined as the feedback gains. Furthermore, the fixed point (X∗,Y∗) of system (4.4) is locally asymptotically stable if and only if both eigenvalues of the matrix A−BK lie in an open unit disk. The Jacobian matrix A−BK of the controlled system given by (4.4) can be written as follows:
A−BK=[−r0d2+2r0d+r+sb2−bd−bb(d+1)−(d+1b−(d+1)2b2)ρ1−(d+1)(ab+ρ2(b−d−1))b2r0bd+r0b−rd2−2r0d−r0+sb2−bd−ba(d+1)1]. |
The characteristic equation of the Jacobian matrix A−BK is given by
P(λ)=λ2−(tr(A−BK))λ+det(A−BK)=0. | (4.5) |
Let λ1 and λ2 be roots of the characteristic equation given by (4.5); then,
λ1+λ2=(d+1b−(d+1)2b2)ρ1−r0d2+2r0d+r+sb2−bd−bb(d+1)+1,λ1λ2=(d2−bd+2d−b+1b2)ρ1+−4r0d2−5r0d−2r0−bd+r0bd2+2r0bd+rb−r0d3+sb2d−bd2b(d+1)+(r0−2r0bd2+bd2+3r0d2−sb2d+db2r0+2bd+3r0d−b2d−4dbr0−sb2+sb3+b+b2r0+r−b2−2r0bab2)ρ2 | (4.6) |
are valid. In order to obtain the lines of marginal stability, we must solve the equations λ1=±1 and λ1 λ2=1. These constraints ensure that the absolute value of λ1 and λ2 is less than 1. Assume that λ1λ2=1; then, the second part of Eq (4.6) implies that
L1:=((ad3+(a(3−b))d2+(−2ab+3a)d−ab+a)b2a(d+1))ρ1+((d4r0+(−2r0b+b+4r)d3+(−sb2+b2r0+3b+6r0−b2−6r0b)d2b2a(d+1)+(4r0−6r0b+3b−2sb2+2b2r0+sb3−2b2)d−sb2+sb3+b+(b2+1)r0−b(b+2r0))b2a(d+1))ρ2+(−ab2+ab2r0−4abr0)d2+(−5abr0+2ab2r0−2ab2+ab3s)d−ab2−2abr0+ab2r0b2a(d+1)=0. |
Moreover, we suppose that λ1=1; then, using Eq (4.6), we get
L2:=(r0d3+(−2r0b+b+3r0)d2+(−sb2+b2r+2b+3r0−b2−4r0b)d−abr0+ab2r0+ab3s−ab2ab2)ρ2−ρ2d2b+(−ab2−2abr0+ab2r0)dab2+−abr0+ab2r0+ab3s−ab2ab2=0. |
Finally, taking λ1=−1 and using Eq (4.6), we get
L3:=(−2(bd+b−d2−2d−1)b2)ρ1+(sba+d(r0−s−1)−s−1a+−2r0d(d+2)+(d+1)2−2r0ab+rd(d2+3d+3)+r0ab2)ρ2+(−d3+(−5+b)d2+(2b−7)d+b−3)r0b(d+1)+−bd2+(sb2+2b)d−sb2+3bb(d+1)=0. |
Then, stable eigenvalues lie within the triangular region in the ρ1ρ2 plane bounded by the straight lines L1, L2 and L3 for particular parametric values.
In this section, we will give three examples to illustrate the results obtained in the above sections. Computer algebra systems such as Mathematica, Maple and Matlab were used for the calculations and graphic drawings.
Example 5.1. With this example, our aim is to present numerical simulations to validate the above theoretical results by choosing r as the bifurcation parameter for system (1.1) around the fixed point E2 . The parameter values were taken from [23]. The Neimark-Sacker bifurcation point rNS was obtained as rNS=0.70339999998. By taking the parameter values (rNS,a,b,d,s)=(0.70339999998,3.5,4.5,0.25,0.9), the positive fixed point of system (1.1) has been evaluated as E2=(0.2777777778,0.7852698412). Using these parameter values, we get the following Jacobian matrix:
JE2(rNS)=[−2.435555555−0.97222222233.5337142851]. |
The eigenvalues were calculated to be:
λ1,2=−07177777775±0.6962722616i. |
Let q,p∈C2 be complex eigenvectors corresponding to λ1,2, respectively:
q∼(−0.1970369430−0.4861111113i,i)T, |
and
p∼(0.7161657538−1.766857144i,−i)T. |
To obtain the normalization ⟨p,q⟩=1, we can take the normalized vectors to be
q=(−0.1970369430−0.4861111113i,i)T |
and
p=(−2.537595197−2.31342584810−9i,−1.233553221+0.4999999989i)T. |
To compute the coefficients of normal form, we can transform the fixed point E2 to the point (0,0) by changing the following variables:
X=x−0.2777777778,Y=y−0.7852698412. |
Hence, we can compute the coefficients of the normal form of the system by using the formulas given by Eq (3.15), as follows:
g20(rNS)=1.645826320−2.815555559i,g11(rNS)=−2.255064549+2.187500003i,g02(rNS)=3.419158808−1.559444448i,g21(rNS)=0. |
From Eq (3.16), the critical part is then obtained as β2(rNS)=−17.302665<0. Therefore, the Neimark-Sacker bifurcation is supercritical and it shows the correctness of Theorem 3.1.1. The bifurcation diagram, maximum Lyapunov exponents and this phase portraits of system (1.1) are shown in Figures 2 and 3.
The bifurcation diagrams in Figure 2(a) and (b) show that the stability of E2 happens for r<0.7039999998, but there is a loss of stability at r=0.7039999998, and an attractive invariant curve appears if r>0.7039999998. We computed the maximum Lyapunov exponents to detect the presence of chaos in the system. The existence of chaotic regions in the parameter space is clearly visible in Figure 2(c).
Now, we present the Neimark-Sacker bifurcation diagrams and maximum Lyapunov exponents for system (1.1) by choosing the immigration parameter s instead of r as a bifurcation parameter.
The phase portraits for different values of r are displayed in Figure 4, which clearly depicts the process of how a smooth invariant circle bifurcates from the stable fixed point E2=(0.27777778,0.7852698412). When r exceeds 0.7039999998, there appears a circular curve enclosing the fixed point E2, and its radius becomes larger with respect to the growth of r.
Example 5.2. Let (rF,a,b,d,s)=(0.1953418483,2.1,2,0.1,1.7). The positive fixed point of system (1.1) has been evaluated as E2=(0.55,1.037529963). Also, the flip bifurcation point rF was obtained as rF=0.1953418483. Using these parameter values, we can obtain the following Jacobian matrix:
JE2(rF)=[−2.198347107−1.1552.0750599261.000000000]. |
The eigenvalues were calculated to be
λ1=−1,λ2=−0.1983471077. |
Let q,p∈R2 be eigenvectors of J and the transposed matrix JT, respectively, for λ1=−1. Then, we have
J(rFB)q=−q and JT(rFB)=−p. |
Direct computation gives
q∼(−0.6939646278,0.7200090940)T, |
and
p∼(−0.86596925300,−0.5000972431)T. |
To obtain the normalization ⟨p,q⟩=1, we can take the normalized vectors to be
q=(−0.6939646278,0.7200090940)T |
and
p=(−3.595061266,−2.076147879)T. |
Then, the symmetric multi-linear vector functions can be obtained as follows:
B1(x,y)=−2rFx1y1−2.1(x1y2+x2y1)B2(x,y)=2(x1y2+x2y1),C1(x,y,u)=0,C2(x,y,u)=0. |
From Eq (3.26), the critical part is obtained as β2(rF)=0.6745625580>0. Therefore, unique and stable period-2 orbits bifurcate from E2, and it shows the correctness of Theorem 3.2.1. The bifurcation diagram, maximum Lyapunov exponents and this phase portraits of system (1.1) are shown in Figures 5 and 6.
From Figure 5(a) and (b), we see that the fixed point E2=(0.55,1.037529963) is stable for r<0.1953418483, and loses its stability at the flip bifurcation parameter value r=0.1953418483. We also observe that, if r>0.1953418483, the flip bifurcation giving a 2-periodic orbit occurs. Moreover, the maximum Lyapunov exponents were computed, and the existence of chaotic regions in the parameter space is clearly visible in Figure 5(c).
We present the flip bifurcation diagrams and maximum Lyapunov exponents for system (1.1), which were obtained by choosing the immigration parameter s instead of r as a bifurcation parameter.
In Figure 7, we present the phase portraits of system(1.1) for different values of r.
Example 5.3.In order to discuss the OGY feedback control method for system (1.1), we take r0=0.73 and (a,b,d,s)=(3.5,4.5,0.25,0.9). In this case, system (1.1) has unique positive fixed point (X∗,Y∗)=(0.2777777778,0.7906349207), which is unstable. Then, the corresponding controlled system is given by
Xn+1=(0.73−ρ1(Xn−0.2777777778)−ρ2(Yn−0.7906349207))Xn(1−Xn)−aXnYn+s,Yn+1=bXnYn−dYn, | (5.1) |
where K=[ρ1 ρ2] is a matrix and (X∗,Y∗)=(0.2777777778,0.7906349207) is an unstable fixed point of system (1.1). We have
A=[−2.442777778−0.97222222223.5578571431], |
B=[0.20061728400] |
and
C=[B:AB]=[0.2006172840−0.490063443200.7137676369]. |
Then, it is easy to check that the rank of Matrix C is 2. Therefore, system (5.1) is controllable. Then, the Jacobian matrix A−BK of the controlled system given by (5.1) is
A−BK=[−2.442777778−0.2006172840ρ10.9722222222−0.2006172840ρ23.5578571531]. | (5.2) |
Moreover, the lines L1, L2 and L3 of marginal stability are given by
L1=0.01625−0.2006172840ρ1+0.7137676369ρ2=0,L2=3.459027778+0.7137676369ρ2=0,L3=0.573472222−0.4012345680ρ1+0.7137676369ρ2=0. |
Then, the stable triangular region bounded by the marginal lines L1, L2 and L3 for the controlled system given by (5.1) is shown in Figure 8.
Since most predator-prey systems in the wild are not isolated, it is important to consider the effects of the presence of some number of immigrants. The immigration effect of the predator-prey system has rarely been studied in the literature. Therefore, we considered a discrete-time predator-prey system with a constant-rate immigration of the prey and investigated the dynamics of modified system (1.1) around coexistence fixed point in this paper.
In the case of s=0, we obtained the trivial fixed point, non-predatory fixed point for r>1 and coexistence fixed point for r>bb−d−1. In the case of s≠0, the origin is not a fixed point. System (1.1) has two fixed points, namely, E1 and E2. Moreover, simple calculations showed that, if (d+1)b(r−1)+sb2>r(d+1)2, then system (1.1) has a unique positive fixed point E2. As r is varied, the system exhibits several complicated dynamical behaviors, including the emergence of Neimark-Sacker and flip bifurcations, an invariant circle, a period-2 orbit and chaotic sets. We presented some figures to explain the theoretical analysis in Section 4. In Figure 2 and Figure 5, the bifurcation, maximum Lyapunov exponents and phase portraits are given for some parameter values. Figure 2 and Figure 5 show that, when the bifurcation parameter r passes a critical bifurcation value, the stability of the coexistence fixed point of the system changes from stable to unstable. In Figure 2(c) and Figure 5(c), the computation of the maximum Lyapunov exponents confirm the presence of chaotic behavior in the system. In Figure 4 and Figure 7, the phase portraits of the system for different values of the r parameter are plotted. Moreover, the Neimark-Sacker bifurcation has been successfully controlled with an OGY control strategy. From our numerical investigation, it is clear that an OGY method based on a feedback control strategy can restore the stability. This control method is effective in order to advance or completely eliminate the chaos due to the emergence of Neimark-Sacker bifurcation. In this study, because of consistency with the biological facts, we used the same parameter values that were used in [23]. As a final point, we can say that the parameter r has a strong effect on the stability of system (1.1) for the control of two populations.
On the other hand, the biological meaning of the term s being included in the system is that a small number of immigrants is added persistently to the prey population in each generation. A very small immigration into the system occurs as a stabilizing factor for the system. A positive immigration factor is enough to change the quality of the dynamics of the system. Specially, adding the term s contributes to asymptotic stability. This means that adding a small immigration s may imply that cyclic population can be stabilized.
When the immigration effect is applied to a small number of species, the level of the species increases significantly. In the same way, when the harvesting effect is applied to a large number of species, the level of the species is significantly reduced [38]. Thanks to these two external factors, all species in the ecosystem can be preserved to stabilize the unstable system. In a future study, we plan to explore the effects of these factors on the population model.
The authors declare no conflicts of interest in this paper.
[1] | GWEC (2021) Global offshore wind report. Available from: https://gwec.net/global-offshore-wind-report-2021/. |
[2] | Butterfield S, Musial W, Jonkman J, et al. (2007) Engineering challenges for floating offshore wind turbines. National Renewable Energy Laboratory, Golden, United States. Available from: https://www.nrel.gov/docs/fy07osti/38776.pdf. |
[3] | Huijs F, de Ridder EJ, Savenije F (2014) Comparison of model tests and coupled simulations for a semi-submersible floating wind turbine. Int Conf Offshore Mech Arct Eng 45530: V09AT09A012. https://doi.org/10.1115/OMAE2014-23217 |
[4] |
Roddier D, Cermelli C, Aubault A, et al. (2010) Windfloat: A floating foundation for offshore wind turbines. J Renewable Sustainable Energy 2: 033104. https://doi.org/10.1063/1.3435339 doi: 10.1063/1.3435339
![]() |
[5] |
Borg M, Walkusch Jensen M, Urquhart S, et al. (2020) Technical definition of the tetraspar demonstrator floating wind turbine foundation. Energies 13: 4911. https://doi.org/10.3390/en13184911 doi: 10.3390/en13184911
![]() |
[6] |
Galvan J, Sánchez-Lara MJ, Mendikoa I, et al. (2018) NAUTILUS-DTU10 MW Floating Offshore Wind Turbine at Gulf of Maine: Public numerical models of an actively ballasted semisubmersible. J Phy Conf Ser 1102: 012015. https://doi.org/10.1088/1742-6596/1102/1/012015 doi: 10.1088/1742-6596/1102/1/012015
![]() |
[7] | Robertson A, Jonkman J, Masciola M, et al. (2014) Definition of the semisubmersible floating system for phase Ⅱ of OC4. National Renewable Energy Laboratory, Golden, United States. Available from: https://www.nrel.gov/docs/fy14osti/60601.pdf. |
[8] |
Robertson AN, Wendt F, Jonkman JM, et al. (2017) OC5 project phase Ⅱ: validation of global loads of the deepcwind floating semisubmersible wind turbine. Energy Procedia 137: 38–57. https://doi.org/10.1016/j.egypro.2017.10.333 doi: 10.1016/j.egypro.2017.10.333
![]() |
[9] | Uzunoglu E, Karmakar D, Guedes Soares C (2016) Floating offshore wind platforms, Floating offshore wind farms, Springer, 53–76. https://doi.org/10.1007/978-3-319-27972-5_4 |
[10] | Pelagic Power AS (2010) Mobilising the total offshore renewable energy resource. Available from: www.pelagicpower.no. |
[11] | Marine Power Systems. Available from: https://www.marinepowersystems.co.uk/dualsub/. |
[12] | Floating Power Plant (FPP). Available from: http://www.floatingpowerplant.com/. |
[13] | Bachynski EE, Moan T (2013) Point absorber design for a combined wind and wave energy converter on a tension-leg support structure. Int Conf Offshore Mech Arct Eng 55423: V008T09A025. https://doi.org/10.1115/OMAE2013-10429 |
[14] | Muliawan MJ, Karimirad M, Gao Z, et al. (2013) Extreme responses of a combined spar-type floating wind turbine and floating wave energy converter (STC) system with survival modes. Ocean Eng 65: 71–82. https://doi.org/10.1016/j.oceaneng.2013.03.002 |
[15] |
Muliawan MJ, Karimirad M, Moan T (2013) Dynamic response and power performance of a combined spar-type floating wind turbine and coaxial floating wave energy converter. Renewable Energy 50: 47–57. https://doi.org/10.1016/j.renene.2012.05.025 doi: 10.1016/j.renene.2012.05.025
![]() |
[16] |
Veigas M, Iglesias G (2015) A hybrid wave-wind offshore farm for an island. International J Green Energy 12: 570–576. https://doi.org/10.1080/15435075.2013.871724 doi: 10.1080/15435075.2013.871724
![]() |
[17] |
Michailides C, Gao Z, Moan T (2016) Experimental and numerical study of the response of the offshore combined wind/wave energy concept SFC in extreme environmental conditions. Mar Struct 50: 35–54. https://doi.org/10.1016/j.marstruc.2016.06.005 doi: 10.1016/j.marstruc.2016.06.005
![]() |
[18] |
Michailides C, Gao Z, Moan T (2016) Experimental study of the functionality of a semisubmersible wind turbine combined with flap-type Wave Energy Converters. Renewable Energy 93: 675–690. https://doi.org/10.1016/j.renene.2016.03.024 doi: 10.1016/j.renene.2016.03.024
![]() |
[19] |
Gao Z, Moan T, Wan L, et al. (2016) Comparative numerical and experimental study of two combined wind and wave energy concepts. J Ocean Eng Sci 1: 36–51. https://doi.org/10.1016/j.joes.2015.12.006 doi: 10.1016/j.joes.2015.12.006
![]() |
[20] | Karimirad M, Koushan K (2016) WindWEC: Combining wind and wave energy inspired by hywind and wavestar. 2016 IEEE Int Conf Renewable Energy Res Appl, 96–101. https://doi.org/10.1109/ICRERA.2016.7884433 |
[21] |
Wang Y, Zhang L, Michailides C, et al. (2020) Hydrodynamic Response of a Combined Wind-Wave Marine Energy Structure. J Mar Sci Eng 8: 253. https://doi.org/10.3390/jmse8040253 doi: 10.3390/jmse8040253
![]() |
[22] |
Wang B, Deng Z, Zhang B (2022) Simulation of a novel wind–wave hybrid power generation system with hydraulic transmission. Energy 238: 121833. https://doi.org/10.1016/j.energy.2021.121833 doi: 10.1016/j.energy.2021.121833
![]() |
[23] | Aubault A, Alves M, Sarmento A, et al. (2011) Modeling of an oscillating water column on the floating foundation WINDFLOAT. Int Conf Ocean Offshore Arct Eng, 235–246. https://doi.org/10.1115/OMAE2011-49014 |
[24] | Mazarakos T, Konispoliatis D, Manolas D, et al. (2015) Modelling of an offshore multi-purpose floating structure supporting a wind turbine including second-order wave loads. 11th Eur Wave Tidal Energy Conf, 7–10. |
[25] |
Mazarakos T, Konispoliatis D, Katsaounis G, et al. (2019) Numerical and experimental studies of a multi-purpose floating TLP structure for combined wind and wave energy exploitation. Mediterr Mar Sci 20: 745–763. https://doi.org/10.12681/mms.19366 doi: 10.12681/mms.19366
![]() |
[26] |
Perez-Collazo C, Greaves D, Iglesias G (2018) A novel hybrid wind-wave energy converter for jacket-frame substructures. Energies 11: 637. https://doi.org/10.3390/en11030637 doi: 10.3390/en11030637
![]() |
[27] |
Perez-Collazo C, Pemberton R, Greaves D, et al. (2019) Monopile-mounted wave energy converter for a hybrid wind-wave system. Energy Conversion and Management 199: 111971. https://doi.org/10.1016/j.enconman.2019.111971 doi: 10.1016/j.enconman.2019.111971
![]() |
[28] |
Sarmiento J, Iturrioz A, Ayllón V, et al. (2019) Experimental modelling of a multi-use floating platform for wave and wind energy harvesting. Ocean Eng 173: 761–773. https://doi.org/10.1016/j.oceaneng.2018.12.046 doi: 10.1016/j.oceaneng.2018.12.046
![]() |
[29] |
Michele S, Renzi E, Perez-Collazo C, et al. (2019) Power extraction in regular and random waves from an OWC in hybrid wind-wave energy systems. Ocean Eng 191: 106519. https://doi.org/10.1016/j.oceaneng.2019.106519 doi: 10.1016/j.oceaneng.2019.106519
![]() |
[30] |
Zhou Y, Ning D, Shi W, et al. (2020) Hydrodynamic investigation on an OWC wave energy converter integrated into an offshore wind turbine monopile. Coast Eng 162: 103731. https://doi.org/10.1016/j.coastaleng.2020.103731 doi: 10.1016/j.coastaleng.2020.103731
![]() |
[31] |
Konispoliatis DN, Katsaounis GM, Manolas DI, et al. (2021) REFOS: A Renewable Energy Multi-Purpose Floating Offshore System. Energies 14: 3126. https://doi.org/10.3390/en14113126 doi: 10.3390/en14113126
![]() |
[32] | Konispoliatis D, Mazarakos T, Soukissian T, et al. (2018) REFOS: A multi-purpose floating platform suitable for wind and wave energy exploitation. Proc 11th Int Conf Deregulated Electr Mark Issues South East Eur, 20–21. |
[33] | Konispoliatis DN, Manolas DI, Voutsinas SG, et al. (2022) Coupled Dynamic Response of an Offshore Multi-Purpose Floating Structure Suitable for Wind and Wave Energy Exploitation. Front Energy Res 10: 920151. |
[34] |
Esteban MD, Diez JJ, López JS, et al. (2011) Why offshore wind energy? Renewable Energy 36: 444–450. https://doi.org/10.1016/j.renene.2010.07.009 doi: 10.1016/j.renene.2010.07.009
![]() |
[35] |
Martinez A, Iglesias G (2021) Multi-parameter analysis and mapping of the levelised cost of energy from floating offshore wind in the Mediterranean Sea. Energy Convers Manage 243: 114416. https://doi.org/10.1016/j.enconman.2021.114416 doi: 10.1016/j.enconman.2021.114416
![]() |
[36] |
Soukissian T, Papadopoulos A, Skrimizeas P, et al. (2017) Assessment of offshore wind power potential in the Aegean and Ionian Seas based on high-resolution hindcast model results. AIMS Energy 5: 268–289. https://doi.org/10.3934/energy.2017.2.268 doi: 10.3934/energy.2017.2.268
![]() |
[37] |
Kardakaris K, Boufidi I, Soukissian T (2021) Offshore wind and wave energy complementarity in the Greek seas based on ERA5 data. Atmosphere 12: 1360. https://doi.org/10.3390/atmos12101360 doi: 10.3390/atmos12101360
![]() |
[38] | EMODnet Bathymetry. Available from: https://portal.emodnet-bathymetry.eu/. |
[39] |
Hersbach H, Bell B, Berrisford P, et al. (2020) The ERA5 global reanalysis. QJR Meteorol Soc 146: 1999–2049. https://doi.org/10.1002/qj.3803 doi: 10.1002/qj.3803
![]() |
[40] |
Farjami H, Hesari ARE (2020) Assessment of sea surface wind field pattern over the Caspian Sea using EOF analysis. Reg Stud Mar Sci 35: 101254. https://doi.org/10.1016/j.rsma.2020.101254 doi: 10.1016/j.rsma.2020.101254
![]() |
[41] |
de Assis Tavares LF, Shadman M, de Freitas Assad LP, et al. (2020) Assessment of the offshore wind technical potential for the Brazilian Southeast and South regions. Energy 196: 117097. https://doi.org/10.1016/j.energy.2020.117097 doi: 10.1016/j.energy.2020.117097
![]() |
[42] |
Bruno MF, Molfetta MG, Totaro V, et al. (2020) Performance assessment of ERA5 wave data in a swell dominated region. J Mar Sci Eng 8: 214. https://doi.org/10.3390/jmse8030214 doi: 10.3390/jmse8030214
![]() |
[43] |
Karathanasi FE, Soukissian TH, Hayes DR (2022) Wave Analysis for Offshore Aquaculture Projects: A Case Study for the Eastern Mediterranean Sea. Climate 10: 2 https://doi.org/10.3390/cli10010002 doi: 10.3390/cli10010002
![]() |
[44] |
Soukissian TH, Tsalis C (2015) The effect of the generalized extreme value distribution parameter estimation methods in extreme wind speed prediction. Nat Hazards 78: 1777–1809. https://doi.org/10.1007/s11069-015-1800-0 doi: 10.1007/s11069-015-1800-0
![]() |
[45] |
Soukissian TH, Tsalis C (2018) Effects of parameter estimation method and sample size in metocean design conditions. Ocean Eng 169: 19–37. https://doi.org/10.1016/j.oceaneng.2018.09.017 doi: 10.1016/j.oceaneng.2018.09.017
![]() |
[46] | Soukissian TH, Kalantzi GD (2006) Extreme value analysis methods used for extreme wave prediction. Sixteenth Int Offshore Polar Eng Conf. OnePetro. |
[47] |
Sartini L, Mentaschi L, Besio G (2015) Comparing different extreme wave analysis models for wave climate assessment along the Italian coast. Coastal Eng 100: 37–47. https://doi.org/10.1016/j.coastaleng.2015.03.006 doi: 10.1016/j.coastaleng.2015.03.006
![]() |
[48] |
Park SB, Shin SY, Jung KH, et al. (2020) Extreme Value Analysis of Metocean Data for Barents Sea. J Ocean Eng Technol 34: 26–36. https://doi.org/10.26748/KSOE.2019.094 doi: 10.26748/KSOE.2019.094
![]() |
[49] |
Devis-Morales A, Montoya-Sánchez RA, Bernal G, et al. (2017) Assessment of extreme wind and waves in the Colombian Caribbean Sea for offshore applications. Appl Ocean Res 69: 10–26. https://doi.org/10.1016/j.apor.2017.09.012 doi: 10.1016/j.apor.2017.09.012
![]() |
[50] |
Ferreira JA, Guedes Soares C (1998) An application of the peaks over threshold method to predict extremes of significant wave height. J Offshore Mech Arct Eng 120: 165–176. https://doi.org/10.1115/1.2829537 doi: 10.1115/1.2829537
![]() |
[51] |
Caires S, Sterl A (2005) 100-year return value estimates for ocean wind speed and significant wave height from the ERA-40 data. J Clim 18: 1032–1048. https://doi.org/10.1175/JCLI-3312.1 doi: 10.1175/JCLI-3312.1
![]() |
[52] | Méndez FJ, Menéndez M, Luceño A, et al. (2006) Estimation of the long‐term variability of extreme significant wave height using a time‐dependent peak over threshold (pot) model. J Geophys Res Oceans 111. |
[53] |
Dissanayake P, Flock T, Meier J, et al. (2021) Modelling short-and long-term dependencies of clustered high-threshold exceedances in significant wave heights. Mathematics 9: 2817. https://doi.org/10.3390/math9212817 doi: 10.3390/math9212817
![]() |
[54] | Coles S (2001) An Introduction to Statistical Modeling of Extreme Values. Bristol, UK. Springer. |
[55] |
Lemos IP, Lima AMG, Duarte MAV (2020) thresholdmodeling: A Python package for modeling excesses over a threshold using the Peak-Over-Threshold Method and the Generalized Pareto Distribution. J Open Source Software 5: 2013. https://doi.org/10.21105/joss.02013 doi: 10.21105/joss.02013
![]() |
[56] | Bak C, Zahle F, Bitsche R, et. al. (2013) The DTU 10-MW reference wind turbine. Dan Wind Power Res 2013. |
[57] |
Konispoliatis D, Mazarakos T, Mavrakos S (2016) Hydrodynamic analysis of three-unit arrays of floating annular oscillating-water column wave energy converters. Appl Ocean Res 61: 42–64. https://doi.org/10.1016/j.apor.2016.10.003 doi: 10.1016/j.apor.2016.10.003
![]() |
[58] |
Mavrakos SA, Koumoutsakos P (1987) Hydrodynamic interaction among vertical axisymmetric bodies restrained in waves. Appl Ocean Res 9: 128–140. https://doi.org/10.1016/0141-1187(87)90017-4 doi: 10.1016/0141-1187(87)90017-4
![]() |
[59] |
Mavrakos S (1991) Hydrodynamic coefficients for groups of interacting vertical axisymmetric bodies. Ocean Eng 18: 485–515. https://doi.org/10.1016/0029-8018(91)90027-N doi: 10.1016/0029-8018(91)90027-N
![]() |
[60] | Konispoliatis D, Mazarakos T, Katsidoniotaki E, et al. (2019) Efficiency of an array of OWC devices equipped with air turbines with pitch control. Proc 13th Eur Wave Tidal Energy Conf, Napoli, Italy, 1–6. |
[61] | Falnes J (2002) Ocean Waves and Oscillating Systems. Cambridge University Press: Cambridge, UK; New York, NY, USA. |
[62] | Anchor Marine & Industrial Supply Inc. Available from: https://anchormarinehouston.com/chain/ |
[63] | Mavrakos S (1995) User's Manual for the Software HAMVAB. School of Naval Architecture and Marine Engineering, Laboratory for Floating Structures and Mooring Systems, Athens, Greece. |
[64] |
Mavrakos SA, McIver P (1997) Comparison of methods for computing hydrodynamic characteristics of arrays of wave power devices. Appl Ocean Res 19: 283–291. https://doi.org/10.1016/S0141-1187(97)00029-1 doi: 10.1016/S0141-1187(97)00029-1
![]() |
[65] |
Konispoliatis DN, Mavrakos SA (2016) Hydrodynamic analysis of an array of interacting free-floating oscillating water column (OWC's) devices. Ocean Eng 111: 179–197. https://doi.org/10.1016/j.oceaneng.2015.10.034 Get righ doi: 10.1016/j.oceaneng.2015.10.034Getrigh
![]() |
[66] |
Konispoliatis DN, Chatjigeorgiou IK, Mavrakos SA (2022) Hydrodynamics of a Moored Permeable Vertical Cylindrical Body. J Mar Sci Eng 10: 403. https://doi.org/10.3390/jmse10030403 doi: 10.3390/jmse10030403
![]() |
[67] | NREL DTU 10 MW. Available from: https://nrel.github.io/turbine-models/DTU_10MW_178_RWT_v1.html. |
[68] | Evans D V (1978) The oscillating water column wave-energy device. IMA J Appl Math 22: 423–433. |
[69] | Konispoliatis DN, Mavrakos AS, Mavrakos SA (2020) Efficiency of an oscillating water column device for several mooring systems. Developments in Renewable Energies Offshor, CRC Press. 666–673. |
[70] | DNV GL Class Guideline: DNVGL-CG-0130. Wave Loads. Available from: https://studylib.net/doc/25365327/dnvgl-cg-0130. |
[71] |
Duan F, Hu Z, Niedzwecki JM (2016) Model test investigation of a spar floating wind turbine. Mar Struct 49: 76–96. https://doi.org/10.1016/j.marstruc.2016.05.011 doi: 10.1016/j.marstruc.2016.05.011
![]() |
[72] |
Russo S, Contestabile P, Bardazzi A, et al. (2021) Dynamic loads and response of a spar buoy wind turbine with pitch-controlled rotating blades: An experimental study. Energies 14: 3598. https://doi.org/10.3390/en14123598 doi: 10.3390/en14123598
![]() |
[73] | Life-Cycle Assessment of a Renewable Energy Multi-Purpose Floating Offshore System, REFOS (709526) project. EU Framework Program for Research and Innovation, Research Fund for Coal and Steel. Available from: www.refos-project.eu. |
1. | Deniz ELMACI, Figen KANGALGİL, Stability, Neimark-Sacker Bifurcation Analysis of a Prey-Predator Model with Strong Allee Effect and Chaos Control, 2022, 15, 1307-9085, 775, 10.18185/erzifbed.1207680 | |
2. | Karima Mokni, Mohamed Ch-Chaoui, A Darwinian Beverton–Holt model with immigration effect, 2024, 217, 03784754, 244, 10.1016/j.matcom.2023.10.022 | |
3. | Md. Jasim Uddin, Sarker Md. Sohel Rana, Hiroki Sayama, Qualitative Analysis of the Discretization of a Continuous Fractional Order Prey-Predator Model with the Effects of Harvesting and Immigration in the Population, 2024, 2024, 1099-0526, 1, 10.1155/2024/8855142 | |
4. | Md. Jasim Uddin, P. K. Santra, Sarker Md Sohel Rana, G.s. Mahapatra, Chaotic Dynamics of the Fractional Order Predator-Prey Model Incorporating Gompertz Growth on Prey with Ivlev Functional Response, 2024, 6, 2687-4539, 192, 10.51537/chaos.1300754 | |
5. | Karima Mokni, Halima Ben Ali, Bapan Ghosh, Mohamed Ch-Chaoui, Nonlinear dynamics of a Darwinian Ricker system with strong Allee effect and immigration, 2025, 229, 03784754, 789, 10.1016/j.matcom.2024.10.017 | |
6. | Rasha M. Yaseen, May M. Helal, Kaushik Dehingia, Ahmed A. Mohsen, Effect of the Fear Factor and Prey Refuge in an Asymmetric Predator–Prey Model, 2024, 54, 0103-9733, 10.1007/s13538-024-01594-9 | |
7. | Deniz Elmacı, Figen Kangalgil, Complex Dynamics of a Discrete Prey–Predator Model Exposing to Harvesting and Allee Effect on the Prey Species with Chaos Control, 2024, 34, 0218-1274, 10.1142/S0218127424501141 | |
8. | Érika Diz-Pita, Global dynamics of a predator-prey system with immigration in both species, 2024, 32, 2688-1594, 762, 10.3934/era.2024036 | |
9. | Halima Benali, Karima Mokni, Hajar Mouhsine, Mohamed Ch-Chaoui, Unveiling Complexity: A Discrete-Time Prey–Predator Model with Immigration Effects, 2024, 2731-8095, 10.1007/s40995-024-01742-5 | |
10. | Seval Işık, Figen Kangalgil, MD. Jasim Uddin, Sarker MD. Sohel Rana, An Investigation of the Discrete-Time Model Subject to Immigration, Harvesting, and Allee Effect, 2025, 35, 0218-1274, 10.1142/S0218127425500221 |