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Applications of First Order Ordinary Differential Equation as Mathematical
Model
Preprint ยท September 2020
DOI: 10.13140/RG.2.2.32437.50408
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25
Applications of First Order Ordinary Differential Equation as
Mathematical Model
Tigist Yitayew (Corresponding author)
Department of Mathematics, Mekdela Amba University, Wollo, Ethiopia
Email: tigistmuluye0@gmail.com
Teketel Ketema
Department of Mathematics, Mekdela Amba University, Wollo, Ethiopia
Email: teketelketema1987@gmail.com
Abstract
The major purpose of this paper is to show the application of first order ordinary differential equation as a
mathematical model particularly in describing some biological processes and mixing problems. Application of first
order ordinary differential equation in modeling some biological phenomena such as logistic population model and
prey-predator interaction for three species in linear food chain system have been analyzed. Furthermore, the
application in substance mixing problems in both single and multiple tank systems have been demonstrated.
Finally, it is demonstrated that the logistic model is more power full than the exponential model in modeling a
population model.
Keywords: mathematical model; logistic model; exponential model
1. Introduction
Many real life problems in science and engineering, when formulated mathematically give rise to differential
equation. In order to understand the physical behavior of the mathematical representation, it is necessary to have
some knowledge about the mathematical character, properties and the solution of the governing differential
equation Lambe and Tranter (2018). Many of the principles, or laws, underlying the behavior of the natural world
are statements or relations involving rates at which things happen. When it is expressed in mathematical terms, the
relations are equations and the rates are derivatives (Logan, 2017) . If we want to solve a real life problem (usually
of a physical nature), we first have to formulate the problem as a mathematical expression in terms of variables,
functions, and equations. Such an expression is known as a mathematical model of the given problem. The process
of setting up a model, solving it mathematically, and interpreting the result in physical or other term is called
mathematical modeling (Bajpai et al., 2018).
Generally a mathematical model is an evolution equation which can potentially describe the evolution of
some selected aspects of the real-life problem. The description obtained in solving mathematical problems is
generated by the application of the model to the description of real physical behaviors (Bellomo et al., 2007). Since
rates of change are represented mathematically by derivatives, mathematical models often involve equations
relating an unknown function and one or more derivatives. Such equations are differential equations (Boyce et al.,
2017). Many applications, however, require the use of two or more dependent variables, each a function of a single
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independent variable (typically time) such a problem leads naturally to a system of simultaneous ordinary
differential equation (Edwards et al., 2016).
The mathematical model to represent a real-life problem is almost always simpler than the actual situation
being studied as simplified assumptions are usually required to obtain a mathematical problem that can be solved.
Agarap (2016) used a mathematical method to represent a simple, hypothetical coin-operated vending machine. A
mathematical model of thin film flow with the numerical solution method of solving a third order ordinary
differential equations is discussed by (Mechee et al., 2013). Different modeling applications of differential equation
are also discussed by [9] - [11].
Kolmanovskii, and Myshkis (2013) investigated the basic principles of mathematical modeling in applying
differential equations on qualitative theory, stability, periodic solutions and optimal control. Cesari (2012)
presented the application of differential equations in economics and engineering by examining concrete
optimization problems. Oksendal (2013) and Simeonov (2007) have analysed the applications of a special type
of differential equations called stochastic differential equation and impulsive differential equation, respectively.
Frigon and Pouso (2017) dealt with the theory and applications of first-order ordinary differential equations by
which the usual derivatives are replaced by Stieltjes derivatives. Scholz and Scholz (2015) discussed the
application of first-order ordinary differential equations on Bouguer-Lambert-Beer law in spectroscopy, time
constant of sensors, chemical reaction kinetics, radioactive decay, relaxation in nuclear magnetic resonance, and
the RC constant of an electrode. In this paper, the application of first order differential equation for modeling
population growth or decay, prey predator model, single and multiple tank mixing problems are considered.
2. Preliminaries
2.1 Basic principles and laws of modeling
The process of mathematical modeling can be generalized as
Population law of mass action: The rate of change of a population ๐‘ฅ(๐‘ก) due to interaction with a population
๐‘ฆ(๐‘ก) is proportional to the product of the populations ๐‘ฅ(๐‘ก) and ๐‘ฆ(๐‘ก) at a given time ๐‘ก. That is, for a
proportionality constant ๐‘Ž,
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ๐‘ฆ. (1)
Real life problem
Mathematical model
Mathematical solution
Real life interpretation
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Balance law for population (Zill [9]): The net rate of change of the population ๐‘(๐‘ก) is equal to the rate of
change of a population in to the ecosystem minus the rate of change of population out of the ecosystem at a time
๐‘ก. That is
๐‘‘๐‘
๐‘‘๐‘ก
= (
๐‘‘๐‘
๐‘‘๐‘ก
)
๐‘–๐‘›
โˆ’ (
๐‘‘๐‘
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
. (2)
First order rate law: The rate at which a population ๐‘(๐‘ก) grows or decays in a first order process is proportional
to its population at that time. That is That is, for proportionality constant ๐›พ,
๐‘‘๐‘
๐‘‘๐‘ก
= ๐›พ๐‘(๐‘ก) (3)
Law of conservation of mass: Let ๐‘š(๐‘ก) be the mass of a substance at a time ๐‘ก, then we have
๐‘‘๐‘š
๐‘‘๐‘ก
= 0. (4)
2.2 Linearization of nonlinear system
Definition 1: Linearization is the process of finding the linear approximation of a nonlinear function (system) at a
given point. In the study of dynamical systems, linearization is a method for assessing the local stability of an
equilibrium point of a system of non-linear differential equations or discrete dynamical system.
Consider a nonlinear system of ๐‘š first order ordinary differential equations with ๐‘› variables
๐‘‘๐‘‹๐‘–(๐‘ก)
๐‘‘๐‘ก
= ๐‘“๐‘–(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›), ๐‘– = 1,2,3 โ€ฆ , ๐‘š (5)
The Jacobian matrix of the system (5) is the matrix of all first-order partial derivatives of a vector-valued
function, ๐‘“๐‘–(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›).It is denoted by ๐ฝ and defined as:
๐ฝ =
๐œ•(๐‘“1, ๐‘“2, โ€ฆ , ๐‘“๐‘š)
๐œ•(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›)
=
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
๐œ•๐‘“1
๐œ•๐‘ฅ1
๐œ•๐‘“1
๐œ•๐‘ฅ2
โ€ฆ
๐œ•๐‘“1
๐œ•๐‘ฅ๐‘›
๐œ•๐‘“2
๐œ•๐‘ฅ1
๐œ•๐‘“2
๐œ•๐‘ฅ2
โ€ฆ
๐œ•๐‘“2
๐œ•๐‘ฅ๐‘›
โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ
๐œ•๐‘“๐‘š
๐œ•๐‘ฅ1
๐œ•๐‘“๐‘š
๐œ•๐‘ฅ2
โ€ฆ
๐œ•๐‘“๐‘š
๐œ•๐‘ฅ๐‘› โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
Definition 2: We say that the point ๐‘ฅ0 = (๐‘ฅ1
0
, ๐‘ฅ2
0
, โ€ฆ , ๐‘ฅ๐‘›
0
) is an equilibrium point or fixed point if
๐‘“๐‘–(๐‘ฅ1
0
, ๐‘ฅ2
0
, โ€ฆ , ๐‘ฅ๐‘›
0) = 0, โˆ€๐‘–.
The importance of definition 2 lies in the fact that it represents the best linear approximation to a differentiable
function near a given point. Based on Jordan and Smith (2007) the linearization form of the non-linear system (5)
is given by
๐‘‘๐‘ฅ(๐‘ก)
๐‘‘๐‘ก
= ๐ฝ๐‘ข(๐‘ก), (6)
where
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๐ฝ๐‘“(๐‘ฅ0) =
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
๐œ•๐‘“1(๐‘ฅ0)
๐œ•๐‘ฅ1
๐œ•๐‘“1(๐‘ฅ0)
๐œ•๐‘ฅ2
โ€ฆ.
๐œ•๐‘“1(๐‘ฅ0)
๐œ•๐‘ฅ๐‘›
๐œ•๐‘“2(๐‘ฅ0)
๐œ•๐‘ฅ1
๐œ•๐‘“2(๐‘ฅ0)
๐œ•๐‘ฅ2
โ€ฆ .
๐œ•๐‘“2(๐‘ฅ0)
๐œ•๐‘ฅ๐‘›
โ‹ฎ
๐œ•๐‘“๐‘›(๐‘ฅ0)
๐œ•๐‘ฅ1
๐œ•๐‘“๐‘›
๐œ•๐‘ฅ2
โ€ฆ.
๐œ•๐‘“๐‘›(๐‘ฅ0)
๐œ•๐‘ฅ๐‘› โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
,
๐‘ข(๐‘ก) = (๐‘ข1, ๐‘ข2, โ€ฆ , ๐‘ข๐‘›)๐‘‡
๐‘ข1 = (๐‘ฅ1 โˆ’ ๐‘ฅ1
0), ๐‘ข2 = (๐‘ฅ2 โˆ’ ๐‘ฅ2
0), โ€ฆ . , ๐‘ข๐‘› = (๐‘ฅ๐‘› โˆ’ ๐‘ฅ๐‘›
0)
In order to analyze stability of the system, computation of eigenvalues of the corresponding system is the first step.
Definition 3 (Slavik, 2013): The eigenvalues of a tridiagonal matrix ๐ด = [๐‘Ž๐‘–๐‘—] are contained in the union of the
intervals[๐‘Ž๐‘–๐‘— โˆ’ ๐‘Ÿ๐‘– , ๐‘Ž๐‘–๐‘— + ๐‘Ÿ๐‘–], where
๐‘Ÿ๐‘– = โˆ‘ |๐‘Ž๐‘–๐‘—|,
๐‘—๐œ–{1,โ€ฆ,๐‘›}๐‘–
1 โ‰ค ๐‘– โ‰ค ๐‘›.
Given an ๐‘› ร— ๐‘› tridiagonal matrix ๐‘‡๐‘›(๐‘ฅ)of the form
๐‘‡๐‘›(๐‘ฅ) =
[
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
๐‘ฅ 1 0 0 โ‹ฏ 0 0 0
1 ๐‘ฅ 1 0 โ‹ฏ 0 0 0
0 1 ๐‘ฅ 1 โ‹ฏ 0 0 0
0 0 1 ๐‘ฅ โ‹ฏ 0 0 0
โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ
0 0 0 0 โ‹ฏ 1 ๐‘ฅ 1
0 0 0 0 โ‹ฏ 0 1 ๐‘ฅ]
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
(7)
and its associated determinant ๐ท๐‘›(๐‘ฅ) = ๐‘‘๐‘’๐‘ก|๐‘‡๐‘›(๐‘ฅ)| (Jeffrey, 2010 ). Furthermore, the eigenvalue of ๐‘‡๐‘›(๐‘ฅ) is given by
๐œ†๐‘š = ๐‘ฅ โˆ’ 2 cos (
๐‘š๐œ‹
๐‘›+1
) , ๐‘š = 1,2, โ€ฆ , ๐‘› and the eigenvector of ๐‘‡๐‘›(๐‘ฅ) is given by ๐‘ข๐‘š
= (๐‘ข1
๐‘š
), (๐‘ข2
๐‘š
), โ€ฆ , (๐‘ข๐‘›
๐‘š), for ๐‘š =
1,2, โ€ฆ , ๐‘›.
3. Results and Discussion
3.1 Population Growth or Decay Model
Let ๐‘(๐‘ก) denotes the size of population of a country at any time ๐‘ก, then by Balance law for population, we have
๐‘‘๐‘
๐‘‘๐‘ก
= ๐ต(๐‘, ๐‘ก) โˆ’ ๐ท(๐‘, ๐‘ก) + ๐‘€(๐‘, ๐‘ก), (8)
where
๐ต(๐‘, ๐‘ก) represents inputs (birth rates),
๐ท(๐‘, ๐‘ก) represents outputs (death rates),
๐‘€(๐‘, ๐‘ก) represents net migration.
One of the simplest cases is that assuming a model (8) for birth and death rates are proportional to the population
and no migrants. Thus
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๐ต(๐‘, ๐‘ก) = ๐‘๐‘(๐‘ก), ๐ท(๐‘, ๐‘ก) = ๐‘‘๐‘(๐‘ก), ๐‘€(๐‘, ๐‘ก) = 0
Hence equation (8) can be reduced to
๐‘‘๐‘
๐‘‘๐‘ก
= (๐‘ โˆ’ ๐‘‘)๐‘ = ๐›พ๐‘, (9)
where ๐‘ โˆ’ ๐‘‘ = ๐›พ is a proportionality constant which indicates population growth for ๐›พ > 0 and population decay
for๐›พ < 0. Since equation (9) is a linear differential equation, we can get a solution of the form:
๐‘(๐‘ก) = ๐‘0๐‘’๐›พ๐‘ก
.
where ๐‘(๐‘ก0) = ๐‘0 is the initial population and ๐›พ is called the growth or the decay constant. As a result, the
population grows and continues to expand to infinity if ๐›พ > 0, while the population will shrink and tend to zero
if ๐›พ < 0. However, populations cannot grow without bound there can be competition for food, resources or space.
Suppose an environment is capable of sustaining no more than a fixed number ๐‘˜of individuals in its population.
The quantity ๐‘˜ is called the carrying capacity of the environment. Thus, for other models, equation (9) can be
expected to decrease as the population ๐‘ increases in size.
The assumption that the rate at which a population grows (or decreases) is dependent only on the number ๐‘(๐‘ก)
present and not on any time-dependent mechanisms such as seasonal phenomena can be stated as
๐‘‘๐‘
๐‘‘๐‘ก
= ๐‘๐‘“(๐‘). (10)
Now, assume that ๐‘“(๐‘) is linear
๐‘“(๐‘) = ๐›ผ๐‘ + ๐›ฝ
with conditions
lim
๐‘(๐‘ก)โ†’0
๐‘“๐‘(๐‘ก) = ๐›พ, ๐‘“(๐‘˜) = 0 which leads ๐‘“(๐‘) = ๐›พ โˆ’ (
๐›พ
๐‘˜
) ๐‘.
Equation (10) becomes
๐‘‘๐‘
๐‘‘๐‘ก
= ๐‘ (๐›พ โˆ’
๐›พ
๐‘˜
๐‘) (11)
This is called the logistic population model with growth rate ๐›พ and carrying capacity ๐‘˜. Clearly, when assuming
๐‘(๐‘ก) is small compared to ๐‘˜, then the equation reduces to the exponential one which is nonlinear and separable.
The constant solutions ๐‘ = 0 and ๐‘ = ๐‘˜ are known as equilibrium solution. From equation (11), we can have
๐‘(๐‘ก) =
๐‘˜๐‘0
๐‘0 + (๐‘˜ โˆ’ ๐‘0)๐‘’โˆ’๐›พ๐‘ก
(12)
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Figure 1: logistic population model with ๐›พ = 1
From Fig. 1, the following behaviors can be observed with the variation in the initial population as ๐‘ก โ†’ โˆž.
Value Long term behavior of population
๐‘0 = 0 lim
๐‘กโ†’โˆž
๐‘(๐‘ก) = 0 โžข no population
0 < ๐‘0 < ๐‘˜
lim
๐‘กโ†’โˆž
๐‘(๐‘ก) = ๐‘˜
โžข population grows towards the balance population ๐‘ = ๐‘˜
๐‘0 = ๐‘˜ โžข population level or perfect balance with its surroundings
๐‘0 > ๐‘˜
โžข population decreases towards the balance population
๐‘ = ๐‘˜
3.2 Prey predator model
In this model, we completely characterize the qualitative behavior of a linear three species food chain. Suppose
that three different species of animals interact within the same environment or ecosystem. The ecosystem that we
wish to model is a linear three species food chain, where the lowest-level prey species ๐‘ฅ is preyed up on by a mid-
level species๐‘ฆ, which, in turn, is preyed up on by a top-level predator species ๐‘ง. Examples of such three species
ecosystems include: mouse-snake-owl and worm-robin- falcon (Paullet et al., 2002).
The model of predator and prey association includes only natural growth or decay and the predator-prey interaction
itself. We assume all other relationships (factors) to be negligible. The prey population grows according to a first
order rate law in the absence of predators, while the predator population declines according to a first order rate law
if the prey population is extinct. If there were no predators in the ecosystem, then the preyโ€™s species would, with
an added assumption of unlimited food supply, grow at a rate that is proportional to the number of prey species
present at time๐‘ก (first order rate law):
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ, ๐‘Ž > 0 (13)
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
0
1
2
3
4
5
6
7
8
9
time in year
population
(in
million)
k=5
p0
=1:1:10
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But when predator species are present, the prey species population is decreased by ๐‘๐‘ฅ๐‘ฆ, ๐‘ > 0, that is, decreased
by the rate at which the preys population are eaten during their encounters with the predator species: adding this
rate to equation (13) gives the model for the prey species population:
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ (14)
If there were no prey species in the ecosystem, then one might expect that the mid- level species, lacking an
adequate food supply, would decline in number according to:
๐‘‘๐‘ฆ
๐‘‘๐‘ก
= โˆ’๐‘๐‘ฆ ๐‘ > 0 (15)
When prey species are present in the environment, it seems reasonable that the number of encounters or interactions
between these two species per unit time is jointly proportional to their populations (the product ๐‘ฅ๐‘ฆ).Thus, when
prey species are present, there is a supply of food, so mid-level species are added to the system rate ๐‘’๐‘ฅ๐‘ฆ , ๐‘’ > 0.
But when top-level predator species are present, the mid-level species population is decreased by ๐‘”๐‘ฆ๐‘ง, ๐‘” > 0,
decreased by the rate at which the mid-level species population are eaten during their encounters with the top
predator species: Adding this rate to equation (15) gives a model for the mid-level species population:
๐‘‘๐‘ฆ
๐‘‘๐‘ก
= โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง. (16)
Similarly, a model for the top-level species population can be found as
๐‘‘๐‘ง
๐‘‘๐‘ก
= โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง , ๐‘™ > 0. (17)
Equations (14), (16) and (17) constitute a system of nonlinear ordinary differential equations. Then the model we
proposed to study becomes
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ
๐‘‘๐‘ฆ
๐‘‘๐‘ก
= โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง
๐‘‘๐‘ง
๐‘‘๐‘ก
= โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง
(18)
where ๐‘ฅ, ๐‘ฆ and ๐‘ง take nonnegative values because populations are nonnegative and
โžข ๐‘Ž - natural growth rate of the prey in the absence of mid-level predator y.
โžข ๐‘ - effect of predation on the prey x.
โžข ๐‘ - natural death rate of the mid-level predator y in the absence of prey x.
โžข ๐‘’ - efficiency and propagation rate of the mid-level predator y in the absence of prey x.
โžข ๐‘” - effect of predation on the species y by species z.
โžข โ„Ž - natural death rate of predator z in the absence of prey.
โžข ๐‘™ - efficiency and propagation of rate of predator z in the presence of prey.
In the absence of top predator (๐‘ง = 0), the model reduces to:
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32
{
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ
๐‘‘๐‘ฆ
๐‘‘๐‘ก
= โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ
whose solution in the ๐‘ฅ๐‘ฆ plane is of the form:
๐‘ฆ๐‘Ž
๐‘ฅ๐‘
= ๐ธ๐‘’๐‘’๐‘ฅ+๐‘๐‘ฆ
where ๐ธ is integration constant.
In the absence of mid-level species (๐‘ฆ = 0), the model reduces to:
{
๐‘‘๐‘ฅ
๐‘‘๐‘ก
= ๐‘Ž๐‘ฅ
๐‘‘๐‘ง
๐‘‘๐‘ก
= โˆ’โ„Ž๐‘ง
which gives ๐‘ง = ๐‘€๐‘ฅ
โˆ’โ„Ž
๐‘Ž for an integration constant ๐‘€.
Finally, in the absence of bottom-level prey species (๐‘ฅ = 0), the model reduces to:
{
๐‘‘๐‘ฆ
๐‘‘๐‘ก
= โˆ’๐‘๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง
๐‘‘๐‘ง
๐‘‘๐‘ก
= โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง
And has solution in the ๐‘ฆ๐‘ง plane of the form ๐‘ง๐‘
๐‘ฆโˆ’โ„Ž
= ๐‘๐‘’โˆ’๐‘”๐‘งโˆ’๐‘™๐‘ฆ
for an integration constant ๐‘. The equilibrium
points of (18) are solution of the algebraic system
{
(๐‘Ž โˆ’ ๐‘๐‘ฆ)๐‘ฅ = 0
(โˆ’๐‘ + ๐‘’๐‘ฅ โˆ’ ๐‘”๐‘ง)๐‘ฆ = 0
(โˆ’โ„Ž + ๐‘™๐‘ฆ)๐‘ง = 0
.
As a result, we have three equilibrium points (๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) located at (0,0,0), (๐‘ ๐‘’
โ„ , ๐‘Ž ๐‘
โ„ , 0) and (0, โ„Ž ๐‘™
โ„ , โˆ’๐‘ ๐‘”
โ„ ).
Since the right hand sides of system (18) have continuous partial derivatives in ๐‘ฅ, ๐‘ฆ and ๐‘ง, it can be linearized at
one of the equilibrium (๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) and the associated linearized system takes the form
{
๐‘‘๐‘ฅ
๐‘‘๐‘ก
โ‰ˆ (๐‘Ž โˆ’ ๐‘๐‘ฆ0)(๐‘ฅ โˆ’ ๐‘ฅ0) โˆ’ ๐‘๐‘ฅ0(๐‘ฆ โˆ’ ๐‘ฆ0)
๐‘‘๐‘ฆ
๐‘‘๐‘ก
โ‰ˆ ๐‘’๐‘ฆ0(๐‘ฅ โˆ’ ๐‘ฅ0) + (โˆ’๐‘ + ๐‘’๐‘ฅ0 โˆ’ ๐‘”๐‘ง0)(๐‘ฆ โˆ’ ๐‘ฆ0) โˆ’ ๐‘”๐‘ฆ0(๐‘ง โˆ’ ๐‘ง0)
๐‘‘๐‘ง
๐‘‘๐‘ก
โ‰ˆ ๐‘™๐‘ง0(๐‘ฆ โˆ’ ๐‘ฆ0) + (โˆ’โ„Ž + ๐‘™๐‘ฆ0)(๐‘ง โˆ’ ๐‘ง0)
whose Jacobian matrix is given by
๐ฝ(๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) = [
๐‘Ž โˆ’ ๐‘๐‘ฆ0 โˆ’๐‘๐‘ฅ0 0
๐‘’๐‘ฆ0 โˆ’๐‘ + ๐‘’๐‘ฅ0 โˆ’ ๐‘”๐‘ง0 โˆ’๐‘”๐‘ฆ0
0 ๐‘™๐‘ง0 โˆ’โ„Ž + ๐‘™๐‘ฆ0
]. (19)
The Jacobian matrix (19) at the equilibrium point (0, 0, 0) takes the form
๐ฝ(0,0,0) = [
๐‘Ž 0 0
0 โˆ’๐‘ 0
0 0 โˆ’โ„Ž
]
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with eigenvalues ๐œ†1 = ๐‘Ž, ๐œ†2 = โˆ’๐‘ and๐œ†3 = โˆ’โ„Ž and corresponding eigenvectors โŒฉ1,0,0โŒช, โŒฉ0,1,0โŒช and โŒฉ0,0,1โŒช
respectively.Since there is an eigenvalue with positive real part, namely ๐‘Ž, the equilibrium point (0,0,0) is unstable.
The general solution is written in the form of the linear combination of eigenvalue and its corresponding
eigenvector. That is,
(
๐‘ฅ
๐‘ฆ
๐‘ง
) = ๐‘1 (
1
0
0
) ๐‘’๐‘Ž๐‘ก
+ ๐‘2 (
0
1
0
) ๐‘’โˆ’๐‘๐‘ก
+ ๐‘3 (
0
0
1
) ๐‘’โˆ’โ„Ž๐‘ก
where ๐‘1, ๐‘2, ๐‘3 are arbitrary constants.
The long term behavior of this general solution is
As ๐‘ก โ†’ โˆž, {
๐‘ฅ(๐‘ก) โ†’ โˆž
๐‘ฆ(๐‘ก) โ†’ 0
๐‘ง(๐‘ก) โ†’ 0
The physical interpretation of this solution is that of the mid-level and top-level predators were eradicated, the prey
population would grow in this simple model.
The Jacobian matrix (19) at the equilibrium point ๐‘ ๐‘’
โ„ , ๐‘Ž ๐‘
โ„ is of the form
๐ฝ(๐‘ ๐‘’
โ„ , ๐‘Ž ๐‘
โ„ , 0) =
[
โŒˆ
โŒˆ
โŒˆ
โŒˆ
0
โˆ’๐‘๐‘
๐‘’
0
๐‘Ž๐‘’
๐‘
0
โˆ’๐‘Ž๐‘”
๐‘
0 0
โˆ’โ„Ž๐‘ + ๐‘Ž๐‘™
๐‘ ]
โŒ‰
โŒ‰
โŒ‰
โŒ‰
with eigenvalues
๐œ†1 =
๐‘™๐‘Ž โˆ’ โ„Ž๐‘
๐‘
, ๐œ†2 = โˆ’๐‘–โˆš๐‘Ž๐‘, ๐œ†3 = ๐‘–โˆš๐‘Ž๐‘
and corresponding eigenvectors respectively:
โŒฉ1,
(โ„Ž๐‘ โˆ’ ๐‘Ž๐‘™)๐‘’
๐‘2๐‘
,
๐‘Ž๐‘2
๐‘๐‘’ + ๐‘2
๐‘’โ„Ž2
โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2
๐‘’๐‘™2
๐‘Ž๐‘2๐‘๐‘”
โŒช , โŒฉ1,
๐‘–๐‘’โˆš๐‘Ž๐‘
๐‘๐‘
, 0โŒช, โŒฉ1,
โˆ’๐‘–๐‘’โˆš๐‘Ž๐‘
๐‘๐‘
, 0โŒช
Thus, the equilibrium point is stable if ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ < 0 and unstable if ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ > 0.
For ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ = 0, the jacobian matrix evaluated at this equilibrium point have three eigenvalues with zero real part.
Thus, each such equilibrium point is stable. The stability of this equilibrium point is of significance. Since it is
stable, non-zero populations might be attracted towards the equilibrium point and as such the dynamics of the
system might lead towards the extinction of all the three species for many cases of initial population levels.
In this case, the general solution becomes
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(
๐‘ฅ
๐‘ฆ
๐‘ง
) = ๐‘1
(
1
(โ„Ž๐‘ โˆ’ ๐‘Ž๐‘™)๐‘’
๐‘2๐‘
๐‘Ž๐‘2
๐‘๐‘’ + ๐‘2
๐‘’โ„Ž2
โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2
๐‘’๐‘™
๐‘Ž๐‘2๐‘๐‘” )
๐‘’
(
๐‘™๐‘Žโˆ’โ„Ž๐‘
๐‘
)๐‘ก
+ ๐‘2 [(
1
0
0
) cos โˆš๐‘Ž๐‘๐‘ก โˆ’ (
0
๐‘’โˆš๐‘Ž๐‘
๐‘๐‘
0
) sin โˆš๐‘Ž๐‘๐‘ก]
+ ๐‘3 [(
1
0
0
) ๐‘ ๐‘–๐‘›โˆš๐‘Ž๐‘๐‘ก + (
0
๐‘’โˆš๐‘Ž๐‘
๐‘๐‘
0
) cos โˆš๐‘Ž๐‘๐‘ก]
where ๐‘1,๐‘2,๐‘3 are arbitrary positive constants.
The long term behavior of the general solution is illustrated in the table bellow
For ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ > 0
As ๐‘ก โ†’ โˆž
๐‘ฅ(๐‘ก) โ†’ โˆž
๐‘ฆ(๐‘ก) โ†’ โˆ’โˆž
{
๐‘ง(๐‘ก) โ†’ โˆž, if ๐‘Ž๐‘2
๐‘๐‘’ + ๐‘2
๐‘’โ„Ž2
โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2
๐‘’๐‘™ > 0
๐‘ง(๐‘ก) โˆ’ โˆž, if ๐‘Ž๐‘2
๐‘๐‘’ + ๐‘2
๐‘’โ„Ž2
โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2
๐‘’๐‘™ < 0
3.3 Single Tank Mixture Problem Model
Suppose that we have two chemical substances where one is solvable in the other, such as salt and water. Suppose
that we have a tank containing a mixture of these substances, and the mixture of them is poured in and the resulting
โ€œwell-mixedโ€ solution pours out through a valve at the bottom. Now, letโ€™s consider Fig. 2 with the following
denotations
Figure2: mixing Solutions in the tank
โžข ๐‘๐‘–๐‘› โ‰ก concentration of salt in the solution being poured into the tank.
โžข ๐‘๐‘œ๐‘ข๐‘ก โ‰ก concentration of salt in the solution being poured out of the tank.
โžข ๐‘…๐‘–๐‘› โ‰ก rate at which the salt is being poured into the tank.
โžข ๐‘…๐‘œ๐‘ข๐‘ก โ‰ก rate at which the salt is being poured out of the tank.
There are two types of flow rates for which we can set up differential equations in connection with the mixing
problem. Each of these is used to describe what is happening within the tank of liquid. These are volume flow rate
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and mass flow rate. The volume flow rate equation tells us how the amount of liquid in the tank is changing. The
net rate of change of the volume in the tank is given by
๐‘‘๐‘ฃ
๐‘‘๐‘ก
= (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
โˆ’ (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
, (20)
where ๐‘ฃ(๐‘ก) is the volume of liquid present in the tank at time t measured from some
chosen moment. By the law of conservation of salt, the two rates in the difference represent the constant rate at
which liquid is being added to (input flow rate) and at which it is being drained from
(output flow rate) the tank. The mass flow rate equation describes the net rate of change of the mass of dissolved
substance in the tank.
๐‘‘๐‘š
๐‘‘๐‘ก
= (
๐‘‘๐‘š
๐‘‘๐‘ก
)
๐‘–๐‘›
โˆ’ (
๐‘‘๐‘š
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
(21)
By definition of concentration, the solution found in the tank at a given time ๐‘ก has a mass of the substance given
by the formula
๐‘š(๐‘ก) = ๐‘ฃ(๐‘ก). ๐‘(๐‘ก).
Thus, for any of the mixing problems, the mass flow rate equation is given by
๐‘‘
๐‘‘๐‘ก
๐‘š(๐‘ก) =
๐‘‘
๐‘‘๐‘ก
[๐‘ฃ(๐‘ก). ๐‘(๐‘ก)] = [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
. ๐‘๐‘–๐‘›] โˆ’ [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
. ๐‘(๐‘ก)] (22)
When the rate at which liquid is added is the same as the rate at which liquid is drained out of the tank, That is
(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
= (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
= (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
we have,
๐‘‘
๐‘‘๐‘ก
๐‘ฃ(๐‘ก) = (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
โˆ’ (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
= 0
which is the same as to say ๐‘ฃ(๐‘ก)is constant and ๐‘ฃ(๐‘ก) = ๐‘ฃ(0) = ๐‘ฃ0 . On the other hand, the condition of having
equal rates of filling and draining permits us to rewrite the mass flow rate equation (22) as
๐‘‘
๐‘‘๐‘ก
๐‘š(๐‘ก) = [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
. ๐‘๐‘–๐‘›] โˆ’ [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
.
๐‘š(๐‘ก)
๐‘ฃ(๐‘ก)
] = (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
. [๐‘๐‘–๐‘› โˆ’
๐‘š(๐‘ก)
๐‘ฃ0
].
Then, it follows that
๐‘‘๐‘š
๐‘๐‘–๐‘› โˆ’
๐‘š
๐‘ฃ0
= (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
๐‘‘๐‘ก, for๐‘๐‘–๐‘› โ‰ 
๐‘š
๐‘ฃ0
with solution
โˆ’๐‘ฃ0 ln |๐‘๐‘–๐‘› โˆ’
๐‘š
๐‘ฃ0
| = (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
๐‘ก + ๐ถ
Assuming the initial condition ๐‘š0: = ๐‘š(0) = ๐‘ฃ(0). ๐‘(0) = ๐‘ฃ0. ๐‘0 gives
ln |
๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š0
๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š
| = ๐‘˜๐‘ก, where ๐‘˜ =
(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
๐‘ฃ0
.
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cases Substance mass ๐‘š(๐‘ก = 0) lim
๐‘กโ†’โˆž
๐‘š(๐‘ก)
๐‘๐‘–๐‘› =
๐‘š
๐‘ฃ0
๐‘š(๐‘ก) = ๐‘š0 = ๐‘ฃ0๐‘๐‘–๐‘›
๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘›
๐‘๐‘–๐‘› >
๐‘š
๐‘ฃ0
๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘› โˆ’ (๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š0)๐‘’โˆ’๐‘˜๐‘ก
๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘›
๐‘๐‘–๐‘› <
๐‘š
๐‘ฃ0
๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘› + (๐‘š0 โˆ’ ๐‘ฃ0๐‘๐‘–๐‘›). ๐‘’โˆ’๐‘˜๐‘ก
๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘›
In other words, the initial mass of substance in the tank is either ๐‘š0 < ๐‘ฃ0๐‘๐‘–๐‘› or ๐‘š0 > ๐‘ฃ0๐‘๐‘–๐‘›both asymptotically
approach the constant solution function ๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘›
Analogously, equation (22) for the rate of change of concentration in the tank can be rewritten as
๐‘‘๐‘
๐‘‘๐‘ก
=
(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘“๐‘™๐‘œ๐‘ค
๐‘ฃ0
. (๐‘๐‘–๐‘› โˆ’ ๐‘)
whose solution is
๐‘๐‘–๐‘› โˆ’ ๐‘
|๐‘๐‘–๐‘› โˆ’ ๐‘0|
= ๐‘’โˆ’๐‘˜๐‘ก
, for๐‘๐‘–๐‘› โ‰  ๐‘0.
Upon examining the solution of the equation for concentration rate of change, we have the following properties
case Concentration ๐‘(๐‘ก = 0) lim
๐‘กโ†’โˆž
๐‘(๐‘ก)
๐‘๐‘–๐‘› = ๐‘ ๐‘(๐‘ก) = ๐‘0 ๐‘0 ๐‘๐‘–๐‘›
๐‘๐‘–๐‘› > ๐‘ ๐‘(๐‘ก) = ๐‘๐‘–๐‘› โˆ’ (๐‘๐‘–๐‘› โˆ’ ๐‘๐‘œ)๐‘’โˆ’๐‘˜๐‘ก ๐‘0 ๐‘๐‘–๐‘›
๐‘๐‘–๐‘› < ๐‘ ๐‘(๐‘ก) = ๐‘๐‘–๐‘› + (๐‘0 โˆ’ ๐‘๐‘–๐‘›)๐‘’โˆ’๐‘˜๐‘ก ๐‘0 ๐‘๐‘–๐‘›
Similarly, the concentration functions satisfy the initial condition in the tank is either ๐‘0 < ๐‘๐‘–๐‘› or ๐‘0 > ๐‘๐‘–๐‘› both
approach the constant solution function asymptotically. When the rate at which liquid added is faster than the rate
at which liquid is drained out of the tank, we have
๐‘‘
๐‘‘๐‘ก
๐‘ฃ(๐‘ก) = (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
โˆ’ (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
> 0
By assuming the input and output rates are constant, and letting โˆ†๐‘ฃ = (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘›๐‘’๐‘ก
= (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
โˆ’ (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
, The mass flow
rate equation for this case becomes
๐‘‘๐‘š
๐‘‘๐‘ก
= [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
. ๐‘๐‘–๐‘›] โˆ’ [(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
.
๐‘š(๐‘ก)
๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก
] (22)
with solution
Mathematical Theory and Modeling www.iiste.org
ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online)
Vol.10, No.3, 2020
37
๐‘š(๐‘ก) =
๐ถ
(๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก)ฮฉ
+ ๐‘๐‘–๐‘›. (๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก)
where C is integration constant and ๐›บ =
(
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
โˆ†๐‘ฃ
. Now, applying the initial condition ๐‘š(0) = ๐‘š0 gives
๐‘š(๐‘ก) = (๐‘š0 โˆ’ ๐‘ฃ0. ๐‘๐‘–๐‘›). (
๐‘ฃ0
๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก
)
๐›บ
+ ๐‘๐‘–๐‘›. (๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก) (23)
With the input flow rate being larger than the output flow rate, that it is generally
impossible to have
๐‘‘๐‘š
๐‘‘๐‘ก
โ†’ 0. That is, the volume of liquid being added to the tank keeps
increasing and, if it carries a nonzero concentration of dissolved substance, the mass of
dissolved substance in the tank can only increase.
When the rate at which liquid is drained out of the tank is faster than the rate at which liquid is added, we have
0 < (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘œ๐‘ข๐‘ก
โˆ’ (
๐‘‘๐‘ฃ
๐‘‘๐‘ก
)
๐‘–๐‘›
= โˆ’โˆ†๐‘ฃ, where ๐‘ฃ(๐‘ก) = ๐ถ โˆ’ โˆ†๐‘ฃ. ๐‘ก.
Applying the initial conditions, the solution of mass function is given by
๐‘š(๐‘ก) = (๐‘š0 โˆ’ ๐‘ฃ0. ๐‘๐‘–๐‘›). (
๐‘ฃ0 โˆ’ โˆ†๐‘ฃ. ๐‘ก
๐‘ฃ0
)
๐›บ
+ ๐‘๐‘–๐‘›. (๐‘ฃ0 โˆ’ โˆ†๐‘ฃ. ๐‘ก) (24)
As ๐‘ก โ†’ โˆž, ๐‘š(๐‘ก) โ†’ โˆ’โˆž. Since the output flow rate being larger than the input flow rate, the
volume of liquid being flow out of the tank keeps increasing and, if it carries a zero
concentration of dissolved substance, the mass of dissolved substance in the tank can only
decrease.
3.4 Multiple Tank Mixture Problem Model
Consider ๐‘› tanks filled with brine, which are connected by a pair of pipes. One pipe brings brine from the ๐‘–๐‘กโ„Ž
tank
to the (๐‘– + 1)๐‘กโ„Ž
tank at a given rate, while the second pipe carries brine in the opposite direction (to the ๐‘–๐‘กโ„Ž
tank)
at the same rate, for ๐‘– = 1, 2, . . . , ๐‘› โˆ’ 1. Assuming that the initial concentrations in all tanks are known and that we
have a perfect mixing, finding the concentrations in all tanks after a given period of time leads to a system of linear
ordinary differential equations.
Consider the case where ๐‘› tanks (with๐‘› > 1) of the same volume ๐‘ฃ are arranged in linear shape. We have a row
of ๐‘› tanks ๐‘‡1, ๐‘‡2, โ€ฆ , ๐‘‡๐‘› with neighboring tanks connected by a pair of pipes.
Figure 3: A linear arrangements of ๐‘› tanks
Mathematical Theory and Modeling www.iiste.org
ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online)
Vol.10, No.3, 2020
38
Assume that the flow of Fig. 3 through each pipe is ๐‘“ gallons per unit of time. Consequently, the volume ๐‘ฃ in each
tank remains constant. Let ๐‘ฅ๐‘–(๐‘ก) be the amount of salt in tank ๐‘‡๐‘– at time ๐‘ก. This yields the differential equations
๐‘ฅโ€ฒ
1(๐‘ก) = โˆ’๐‘“
๐‘ฅ1(๐‘ก)
๐‘ฃ
+ ๐‘“
๐‘ฅ2(๐‘ก)
๐‘ฃ
๐‘ฅโ€ฒ
๐‘–(๐‘ก) = ๐‘“
๐‘ฅ๐‘–โˆ’1(๐‘ก)
๐‘ฃ
โˆ’ 2๐‘“
๐‘ฅ๐‘–(๐‘ก)
๐‘ฃ
) + ๐‘“
๐‘ฅ๐‘–+1(๐‘ก)
๐‘ฃ
, for 2 โ‰ค ๐‘– โ‰ค ๐‘› โˆ’ 1
๐‘ฅโ€ฒ
๐‘›(๐‘ก) = ๐‘“
๐‘ฅ๐‘›โˆ’1(๐‘ก)
๐‘ฃ
โˆ’ ๐‘“
๐‘ฅ๐‘›(๐‘ก)
๐‘ฃ
Without loss of generality, we assume that๐‘“ = ๐‘ฃ and switch to the vector form and then the system in matrix form
becomes
๐‘ฅโ€ฒ
= ๐ด๐‘ฅ(๐‘ก),
where
๐ด =
[
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โŒˆ
โˆ’1 1 0 โ‹ฏ 0 0 0
1 โˆ’2 1 โ‹ฏ 0 0 0
0 1 โˆ’2 โ‹ฏ 0 0 0
โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฑ โ‹ฎ โ‹ฎ โ‹ฎ
0 0 0 โ‹ฏ โˆ’2 1 0
0 0 0 โ‹ฏ 1 โˆ’2 1
0 0 0 โ‹ฏ 0 1 โˆ’1]
โŒ‰
โŒ‰
โŒ‰
โŒ‰
โŒ‰
, ๐‘ฅ(๐‘ก) = (๐‘ฅ1, ๐‘ฅ1, โ€ฆ , ๐‘ฅ๐‘›)๐‘‡
.
Clearly, ๐ด is tridiagonal and symmetric. Since ๐ด is a symmetric matrix, all eigenvalues must be real. According to
definition 3 (In this case ๐‘Ž11 = ๐‘Ž๐‘›๐‘› = โˆ’1, ๐‘Ÿ1 = ๐‘Ÿ๐‘› = 1, while ๐‘Ž๐‘–๐‘– = โˆ’2, ๐‘Ÿ๐‘– = 2), the eigenvalues of ๐ด are
contained in the intervals of [-4, 0]. Now, applying definition 3 and linear recurrence relation Elayedi (2005) give
det(๐ด โˆ’ ๐œ†๐ผ) = 2 cot (
๐›พ
2
) sin(๐‘›๐›พ) , ๐›พ๐œ–(0, ๐œ‹]
when ๐›พ =
๐‘˜๐œ‹
๐‘›
, for ๐‘˜๐œ–{1,2, โ€ฆ , ๐‘›}.
The eigenvalues of the coefficient matrix ๐ด is then given by
๐œ†๐‘˜ = โˆ’2๐‘๐‘œ๐‘ 
๐‘˜๐œ‹
๐‘›
โˆ’ 2, ๐‘˜๐œ–{1,2, โ€ฆ , ๐‘›}.
It follows that the components of an eigenvector ๐‘‰ = (๐‘ฃ1, ๐‘ฃ2, โ€ฆ , ๐‘ฃ๐‘›) corresponding to the eigenvalues ๐œ†๐‘˜ are given
by the relations
๐‘ฃ2 = โˆ’ (1 + 2๐‘๐‘œ๐‘ 
๐‘˜๐œ‹
๐‘›
) ๐‘ฃ1
where ๐‘ฃ1is an arbitrary nonzero number. In general, while ๐‘ฃ๐‘– = โˆ’2 (๐‘๐‘œ๐‘ 
๐‘˜๐œ‹
๐‘›
) ๐‘ฃ๐‘–โˆ’1 โˆ’ ๐‘ฃ๐‘–โˆ’2, for ๐‘–๐œ–{3,4, โ€ฆ , ๐‘›}, the
general solution is given by
๐‘ฅ(๐‘ก) = โˆ‘ ๐‘๐‘–๐‘ฃ๐‘–
๐‘›
๐‘–=1
๐‘’๐œ†๐‘–๐‘ก
.
Since, ๐œ†๐‘› = 0, the corresponding eigenvectors have all components identical, and the remaining eigenvalues are
negative, we conclude that the long term behavior of the general solution always approaches the state with all
tanks containing the same amount of salt.
Mathematical Theory and Modeling www.iiste.org
ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online)
Vol.10, No.3, 2020
39
4. Conclusion
This paper attempted to discuss the application of first order ordinary differential equation in modeling phenomena
of real world problems. The included models are Population growth and decay, Prey-predator interaction, mixing
problems in a single tank and multiple tank systems. It is seen that it is possible to represent the population
variations of prey and predator relationship to a certain extent of accuracy by mathematical model which is
described by systems of non-linear order ordinary differential equations. The logistic model remedies the weakness
of exponential model. That is, the exponential model predicts either the population grows without bound or it
decays to extinction. But population cannot grow without bound as there can be competition for food, resources or
space and this effect can be modeled by a logistic model by supposing that the growth rate depends on the
population. It is further seen that finding the concentration of the mixed solution after a given period of time leads
to the resulting well mixed solution. Finally, this paper believed that many problems of future technologies will be
solved using ordinary differential equations.
Availability of data and materials
Not applicable.
Competing interests
The authors would like to declare no conflict of interests.
Funding
Not applicable.
Authorsโ€™ contributions
All authors read and approved the final manuscript.
Acknowledgements
The authors would like to express their sincere gratitude to the editors and reviewers of this manuscript.
References
Agarap, A.F. (2016). A Mathematical Model of a Hypothetical Coin-Operated Vending Machine Designed
Using Concepts in Automata Theory.
Ahsan, Z. (2016). Differential equations and their applications. PHI Learning Pvt. Ltd.
Bajpai, A.C., Mustoe, L.R. and Walker, D. (2018). Advanced engineering mathematics.
Bellomo. N, Angelis. E and Delitala. M. (2007). Lecture Notes on Mathematical Modeling in Applied
Sciences.
Boyce, W.E., DiPrima, R.C. and Meade, D.B. (2017). Elementary differential equations. John Wiley &
Sons.
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Cesari, L. (2012). Optimizationโ€”theory and applications: problems with ordinary differential
equations. Springer Science & Business Media. Vol. 17.
Edwards, C.H., Penney, D.E. and Calvis, D.T. (2016). Differential equations and boundary value problems.
Pearson Education Limited.
Elayedi. S. (2005). an introduction to difference equations, springer science and business media Inc., third
edition.
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edition.
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Kolmanovskii, V. and Myshkis, A. (2013). Introduction to the theory and applications of functional
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Publications.
Logan, D. (2017). A first course in differential equations. Springer.
Mechee, M., Senu, N., Ismail, F., Nikouravan, B. and Siri, Z. (2013). A three-stage fifth-order Runge-Kutta
method for directly solving special third-order differential equation with application to thin film flow
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Business Media.
Paullet .J, Previte. J and Walls. Z. (2002). lotka -volterra three species food chain, 75: 243.
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Simeonov, P. (2007). Impulsive differential equations: periodic solutions and applications. Routledge.
Simmons, G.F. (2016). Differential equations with applications and historical notes. CRC Press.
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Project 7

  • 1. See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/344025550 Applications of First Order Ordinary Differential Equation as Mathematical Model Preprint ยท September 2020 DOI: 10.13140/RG.2.2.32437.50408 CITATIONS 0 READS 5,749 2 authors, including: Some of the authors of this publication are also working on these related projects: Applied Mathematics View project Teketel Ketema Mekdela Amba University 4 PUBLICATIONSย ย ย 0 CITATIONSย ย ย  SEE PROFILE All content following this page was uploaded by Teketel Ketema on 01 September 2020. The user has requested enhancement of the downloaded file.
  • 2. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 25 Applications of First Order Ordinary Differential Equation as Mathematical Model Tigist Yitayew (Corresponding author) Department of Mathematics, Mekdela Amba University, Wollo, Ethiopia Email: tigistmuluye0@gmail.com Teketel Ketema Department of Mathematics, Mekdela Amba University, Wollo, Ethiopia Email: teketelketema1987@gmail.com Abstract The major purpose of this paper is to show the application of first order ordinary differential equation as a mathematical model particularly in describing some biological processes and mixing problems. Application of first order ordinary differential equation in modeling some biological phenomena such as logistic population model and prey-predator interaction for three species in linear food chain system have been analyzed. Furthermore, the application in substance mixing problems in both single and multiple tank systems have been demonstrated. Finally, it is demonstrated that the logistic model is more power full than the exponential model in modeling a population model. Keywords: mathematical model; logistic model; exponential model 1. Introduction Many real life problems in science and engineering, when formulated mathematically give rise to differential equation. In order to understand the physical behavior of the mathematical representation, it is necessary to have some knowledge about the mathematical character, properties and the solution of the governing differential equation Lambe and Tranter (2018). Many of the principles, or laws, underlying the behavior of the natural world are statements or relations involving rates at which things happen. When it is expressed in mathematical terms, the relations are equations and the rates are derivatives (Logan, 2017) . If we want to solve a real life problem (usually of a physical nature), we first have to formulate the problem as a mathematical expression in terms of variables, functions, and equations. Such an expression is known as a mathematical model of the given problem. The process of setting up a model, solving it mathematically, and interpreting the result in physical or other term is called mathematical modeling (Bajpai et al., 2018). Generally a mathematical model is an evolution equation which can potentially describe the evolution of some selected aspects of the real-life problem. The description obtained in solving mathematical problems is generated by the application of the model to the description of real physical behaviors (Bellomo et al., 2007). Since rates of change are represented mathematically by derivatives, mathematical models often involve equations relating an unknown function and one or more derivatives. Such equations are differential equations (Boyce et al., 2017). Many applications, however, require the use of two or more dependent variables, each a function of a single
  • 3. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 26 independent variable (typically time) such a problem leads naturally to a system of simultaneous ordinary differential equation (Edwards et al., 2016). The mathematical model to represent a real-life problem is almost always simpler than the actual situation being studied as simplified assumptions are usually required to obtain a mathematical problem that can be solved. Agarap (2016) used a mathematical method to represent a simple, hypothetical coin-operated vending machine. A mathematical model of thin film flow with the numerical solution method of solving a third order ordinary differential equations is discussed by (Mechee et al., 2013). Different modeling applications of differential equation are also discussed by [9] - [11]. Kolmanovskii, and Myshkis (2013) investigated the basic principles of mathematical modeling in applying differential equations on qualitative theory, stability, periodic solutions and optimal control. Cesari (2012) presented the application of differential equations in economics and engineering by examining concrete optimization problems. Oksendal (2013) and Simeonov (2007) have analysed the applications of a special type of differential equations called stochastic differential equation and impulsive differential equation, respectively. Frigon and Pouso (2017) dealt with the theory and applications of first-order ordinary differential equations by which the usual derivatives are replaced by Stieltjes derivatives. Scholz and Scholz (2015) discussed the application of first-order ordinary differential equations on Bouguer-Lambert-Beer law in spectroscopy, time constant of sensors, chemical reaction kinetics, radioactive decay, relaxation in nuclear magnetic resonance, and the RC constant of an electrode. In this paper, the application of first order differential equation for modeling population growth or decay, prey predator model, single and multiple tank mixing problems are considered. 2. Preliminaries 2.1 Basic principles and laws of modeling The process of mathematical modeling can be generalized as Population law of mass action: The rate of change of a population ๐‘ฅ(๐‘ก) due to interaction with a population ๐‘ฆ(๐‘ก) is proportional to the product of the populations ๐‘ฅ(๐‘ก) and ๐‘ฆ(๐‘ก) at a given time ๐‘ก. That is, for a proportionality constant ๐‘Ž, ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ๐‘ฆ. (1) Real life problem Mathematical model Mathematical solution Real life interpretation
  • 4. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 27 Balance law for population (Zill [9]): The net rate of change of the population ๐‘(๐‘ก) is equal to the rate of change of a population in to the ecosystem minus the rate of change of population out of the ecosystem at a time ๐‘ก. That is ๐‘‘๐‘ ๐‘‘๐‘ก = ( ๐‘‘๐‘ ๐‘‘๐‘ก ) ๐‘–๐‘› โˆ’ ( ๐‘‘๐‘ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก . (2) First order rate law: The rate at which a population ๐‘(๐‘ก) grows or decays in a first order process is proportional to its population at that time. That is That is, for proportionality constant ๐›พ, ๐‘‘๐‘ ๐‘‘๐‘ก = ๐›พ๐‘(๐‘ก) (3) Law of conservation of mass: Let ๐‘š(๐‘ก) be the mass of a substance at a time ๐‘ก, then we have ๐‘‘๐‘š ๐‘‘๐‘ก = 0. (4) 2.2 Linearization of nonlinear system Definition 1: Linearization is the process of finding the linear approximation of a nonlinear function (system) at a given point. In the study of dynamical systems, linearization is a method for assessing the local stability of an equilibrium point of a system of non-linear differential equations or discrete dynamical system. Consider a nonlinear system of ๐‘š first order ordinary differential equations with ๐‘› variables ๐‘‘๐‘‹๐‘–(๐‘ก) ๐‘‘๐‘ก = ๐‘“๐‘–(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›), ๐‘– = 1,2,3 โ€ฆ , ๐‘š (5) The Jacobian matrix of the system (5) is the matrix of all first-order partial derivatives of a vector-valued function, ๐‘“๐‘–(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›).It is denoted by ๐ฝ and defined as: ๐ฝ = ๐œ•(๐‘“1, ๐‘“2, โ€ฆ , ๐‘“๐‘š) ๐œ•(๐‘ฅ1, ๐‘ฅ2, โ€ฆ , ๐‘ฅ๐‘›) = โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ ๐œ•๐‘“1 ๐œ•๐‘ฅ1 ๐œ•๐‘“1 ๐œ•๐‘ฅ2 โ€ฆ ๐œ•๐‘“1 ๐œ•๐‘ฅ๐‘› ๐œ•๐‘“2 ๐œ•๐‘ฅ1 ๐œ•๐‘“2 ๐œ•๐‘ฅ2 โ€ฆ ๐œ•๐‘“2 ๐œ•๐‘ฅ๐‘› โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ ๐œ•๐‘“๐‘š ๐œ•๐‘ฅ1 ๐œ•๐‘“๐‘š ๐œ•๐‘ฅ2 โ€ฆ ๐œ•๐‘“๐‘š ๐œ•๐‘ฅ๐‘› โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ Definition 2: We say that the point ๐‘ฅ0 = (๐‘ฅ1 0 , ๐‘ฅ2 0 , โ€ฆ , ๐‘ฅ๐‘› 0 ) is an equilibrium point or fixed point if ๐‘“๐‘–(๐‘ฅ1 0 , ๐‘ฅ2 0 , โ€ฆ , ๐‘ฅ๐‘› 0) = 0, โˆ€๐‘–. The importance of definition 2 lies in the fact that it represents the best linear approximation to a differentiable function near a given point. Based on Jordan and Smith (2007) the linearization form of the non-linear system (5) is given by ๐‘‘๐‘ฅ(๐‘ก) ๐‘‘๐‘ก = ๐ฝ๐‘ข(๐‘ก), (6) where
  • 5. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 28 ๐ฝ๐‘“(๐‘ฅ0) = โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ ๐œ•๐‘“1(๐‘ฅ0) ๐œ•๐‘ฅ1 ๐œ•๐‘“1(๐‘ฅ0) ๐œ•๐‘ฅ2 โ€ฆ. ๐œ•๐‘“1(๐‘ฅ0) ๐œ•๐‘ฅ๐‘› ๐œ•๐‘“2(๐‘ฅ0) ๐œ•๐‘ฅ1 ๐œ•๐‘“2(๐‘ฅ0) ๐œ•๐‘ฅ2 โ€ฆ . ๐œ•๐‘“2(๐‘ฅ0) ๐œ•๐‘ฅ๐‘› โ‹ฎ ๐œ•๐‘“๐‘›(๐‘ฅ0) ๐œ•๐‘ฅ1 ๐œ•๐‘“๐‘› ๐œ•๐‘ฅ2 โ€ฆ. ๐œ•๐‘“๐‘›(๐‘ฅ0) ๐œ•๐‘ฅ๐‘› โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ , ๐‘ข(๐‘ก) = (๐‘ข1, ๐‘ข2, โ€ฆ , ๐‘ข๐‘›)๐‘‡ ๐‘ข1 = (๐‘ฅ1 โˆ’ ๐‘ฅ1 0), ๐‘ข2 = (๐‘ฅ2 โˆ’ ๐‘ฅ2 0), โ€ฆ . , ๐‘ข๐‘› = (๐‘ฅ๐‘› โˆ’ ๐‘ฅ๐‘› 0) In order to analyze stability of the system, computation of eigenvalues of the corresponding system is the first step. Definition 3 (Slavik, 2013): The eigenvalues of a tridiagonal matrix ๐ด = [๐‘Ž๐‘–๐‘—] are contained in the union of the intervals[๐‘Ž๐‘–๐‘— โˆ’ ๐‘Ÿ๐‘– , ๐‘Ž๐‘–๐‘— + ๐‘Ÿ๐‘–], where ๐‘Ÿ๐‘– = โˆ‘ |๐‘Ž๐‘–๐‘—|, ๐‘—๐œ–{1,โ€ฆ,๐‘›}๐‘– 1 โ‰ค ๐‘– โ‰ค ๐‘›. Given an ๐‘› ร— ๐‘› tridiagonal matrix ๐‘‡๐‘›(๐‘ฅ)of the form ๐‘‡๐‘›(๐‘ฅ) = [ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ ๐‘ฅ 1 0 0 โ‹ฏ 0 0 0 1 ๐‘ฅ 1 0 โ‹ฏ 0 0 0 0 1 ๐‘ฅ 1 โ‹ฏ 0 0 0 0 0 1 ๐‘ฅ โ‹ฏ 0 0 0 โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฎ 0 0 0 0 โ‹ฏ 1 ๐‘ฅ 1 0 0 0 0 โ‹ฏ 0 1 ๐‘ฅ] โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ (7) and its associated determinant ๐ท๐‘›(๐‘ฅ) = ๐‘‘๐‘’๐‘ก|๐‘‡๐‘›(๐‘ฅ)| (Jeffrey, 2010 ). Furthermore, the eigenvalue of ๐‘‡๐‘›(๐‘ฅ) is given by ๐œ†๐‘š = ๐‘ฅ โˆ’ 2 cos ( ๐‘š๐œ‹ ๐‘›+1 ) , ๐‘š = 1,2, โ€ฆ , ๐‘› and the eigenvector of ๐‘‡๐‘›(๐‘ฅ) is given by ๐‘ข๐‘š = (๐‘ข1 ๐‘š ), (๐‘ข2 ๐‘š ), โ€ฆ , (๐‘ข๐‘› ๐‘š), for ๐‘š = 1,2, โ€ฆ , ๐‘›. 3. Results and Discussion 3.1 Population Growth or Decay Model Let ๐‘(๐‘ก) denotes the size of population of a country at any time ๐‘ก, then by Balance law for population, we have ๐‘‘๐‘ ๐‘‘๐‘ก = ๐ต(๐‘, ๐‘ก) โˆ’ ๐ท(๐‘, ๐‘ก) + ๐‘€(๐‘, ๐‘ก), (8) where ๐ต(๐‘, ๐‘ก) represents inputs (birth rates), ๐ท(๐‘, ๐‘ก) represents outputs (death rates), ๐‘€(๐‘, ๐‘ก) represents net migration. One of the simplest cases is that assuming a model (8) for birth and death rates are proportional to the population and no migrants. Thus
  • 6. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 29 ๐ต(๐‘, ๐‘ก) = ๐‘๐‘(๐‘ก), ๐ท(๐‘, ๐‘ก) = ๐‘‘๐‘(๐‘ก), ๐‘€(๐‘, ๐‘ก) = 0 Hence equation (8) can be reduced to ๐‘‘๐‘ ๐‘‘๐‘ก = (๐‘ โˆ’ ๐‘‘)๐‘ = ๐›พ๐‘, (9) where ๐‘ โˆ’ ๐‘‘ = ๐›พ is a proportionality constant which indicates population growth for ๐›พ > 0 and population decay for๐›พ < 0. Since equation (9) is a linear differential equation, we can get a solution of the form: ๐‘(๐‘ก) = ๐‘0๐‘’๐›พ๐‘ก . where ๐‘(๐‘ก0) = ๐‘0 is the initial population and ๐›พ is called the growth or the decay constant. As a result, the population grows and continues to expand to infinity if ๐›พ > 0, while the population will shrink and tend to zero if ๐›พ < 0. However, populations cannot grow without bound there can be competition for food, resources or space. Suppose an environment is capable of sustaining no more than a fixed number ๐‘˜of individuals in its population. The quantity ๐‘˜ is called the carrying capacity of the environment. Thus, for other models, equation (9) can be expected to decrease as the population ๐‘ increases in size. The assumption that the rate at which a population grows (or decreases) is dependent only on the number ๐‘(๐‘ก) present and not on any time-dependent mechanisms such as seasonal phenomena can be stated as ๐‘‘๐‘ ๐‘‘๐‘ก = ๐‘๐‘“(๐‘). (10) Now, assume that ๐‘“(๐‘) is linear ๐‘“(๐‘) = ๐›ผ๐‘ + ๐›ฝ with conditions lim ๐‘(๐‘ก)โ†’0 ๐‘“๐‘(๐‘ก) = ๐›พ, ๐‘“(๐‘˜) = 0 which leads ๐‘“(๐‘) = ๐›พ โˆ’ ( ๐›พ ๐‘˜ ) ๐‘. Equation (10) becomes ๐‘‘๐‘ ๐‘‘๐‘ก = ๐‘ (๐›พ โˆ’ ๐›พ ๐‘˜ ๐‘) (11) This is called the logistic population model with growth rate ๐›พ and carrying capacity ๐‘˜. Clearly, when assuming ๐‘(๐‘ก) is small compared to ๐‘˜, then the equation reduces to the exponential one which is nonlinear and separable. The constant solutions ๐‘ = 0 and ๐‘ = ๐‘˜ are known as equilibrium solution. From equation (11), we can have ๐‘(๐‘ก) = ๐‘˜๐‘0 ๐‘0 + (๐‘˜ โˆ’ ๐‘0)๐‘’โˆ’๐›พ๐‘ก (12)
  • 7. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 30 Figure 1: logistic population model with ๐›พ = 1 From Fig. 1, the following behaviors can be observed with the variation in the initial population as ๐‘ก โ†’ โˆž. Value Long term behavior of population ๐‘0 = 0 lim ๐‘กโ†’โˆž ๐‘(๐‘ก) = 0 โžข no population 0 < ๐‘0 < ๐‘˜ lim ๐‘กโ†’โˆž ๐‘(๐‘ก) = ๐‘˜ โžข population grows towards the balance population ๐‘ = ๐‘˜ ๐‘0 = ๐‘˜ โžข population level or perfect balance with its surroundings ๐‘0 > ๐‘˜ โžข population decreases towards the balance population ๐‘ = ๐‘˜ 3.2 Prey predator model In this model, we completely characterize the qualitative behavior of a linear three species food chain. Suppose that three different species of animals interact within the same environment or ecosystem. The ecosystem that we wish to model is a linear three species food chain, where the lowest-level prey species ๐‘ฅ is preyed up on by a mid- level species๐‘ฆ, which, in turn, is preyed up on by a top-level predator species ๐‘ง. Examples of such three species ecosystems include: mouse-snake-owl and worm-robin- falcon (Paullet et al., 2002). The model of predator and prey association includes only natural growth or decay and the predator-prey interaction itself. We assume all other relationships (factors) to be negligible. The prey population grows according to a first order rate law in the absence of predators, while the predator population declines according to a first order rate law if the prey population is extinct. If there were no predators in the ecosystem, then the preyโ€™s species would, with an added assumption of unlimited food supply, grow at a rate that is proportional to the number of prey species present at time๐‘ก (first order rate law): ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ, ๐‘Ž > 0 (13) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 0 1 2 3 4 5 6 7 8 9 time in year population (in million) k=5 p0 =1:1:10
  • 8. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 31 But when predator species are present, the prey species population is decreased by ๐‘๐‘ฅ๐‘ฆ, ๐‘ > 0, that is, decreased by the rate at which the preys population are eaten during their encounters with the predator species: adding this rate to equation (13) gives the model for the prey species population: ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ (14) If there were no prey species in the ecosystem, then one might expect that the mid- level species, lacking an adequate food supply, would decline in number according to: ๐‘‘๐‘ฆ ๐‘‘๐‘ก = โˆ’๐‘๐‘ฆ ๐‘ > 0 (15) When prey species are present in the environment, it seems reasonable that the number of encounters or interactions between these two species per unit time is jointly proportional to their populations (the product ๐‘ฅ๐‘ฆ).Thus, when prey species are present, there is a supply of food, so mid-level species are added to the system rate ๐‘’๐‘ฅ๐‘ฆ , ๐‘’ > 0. But when top-level predator species are present, the mid-level species population is decreased by ๐‘”๐‘ฆ๐‘ง, ๐‘” > 0, decreased by the rate at which the mid-level species population are eaten during their encounters with the top predator species: Adding this rate to equation (15) gives a model for the mid-level species population: ๐‘‘๐‘ฆ ๐‘‘๐‘ก = โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง. (16) Similarly, a model for the top-level species population can be found as ๐‘‘๐‘ง ๐‘‘๐‘ก = โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง , ๐‘™ > 0. (17) Equations (14), (16) and (17) constitute a system of nonlinear ordinary differential equations. Then the model we proposed to study becomes ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ ๐‘‘๐‘ฆ ๐‘‘๐‘ก = โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง ๐‘‘๐‘ง ๐‘‘๐‘ก = โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง (18) where ๐‘ฅ, ๐‘ฆ and ๐‘ง take nonnegative values because populations are nonnegative and โžข ๐‘Ž - natural growth rate of the prey in the absence of mid-level predator y. โžข ๐‘ - effect of predation on the prey x. โžข ๐‘ - natural death rate of the mid-level predator y in the absence of prey x. โžข ๐‘’ - efficiency and propagation rate of the mid-level predator y in the absence of prey x. โžข ๐‘” - effect of predation on the species y by species z. โžข โ„Ž - natural death rate of predator z in the absence of prey. โžข ๐‘™ - efficiency and propagation of rate of predator z in the presence of prey. In the absence of top predator (๐‘ง = 0), the model reduces to:
  • 9. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 32 { ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ โˆ’ ๐‘๐‘ฅ๐‘ฆ ๐‘‘๐‘ฆ ๐‘‘๐‘ก = โˆ’๐‘๐‘ฆ + ๐‘’๐‘ฅ๐‘ฆ whose solution in the ๐‘ฅ๐‘ฆ plane is of the form: ๐‘ฆ๐‘Ž ๐‘ฅ๐‘ = ๐ธ๐‘’๐‘’๐‘ฅ+๐‘๐‘ฆ where ๐ธ is integration constant. In the absence of mid-level species (๐‘ฆ = 0), the model reduces to: { ๐‘‘๐‘ฅ ๐‘‘๐‘ก = ๐‘Ž๐‘ฅ ๐‘‘๐‘ง ๐‘‘๐‘ก = โˆ’โ„Ž๐‘ง which gives ๐‘ง = ๐‘€๐‘ฅ โˆ’โ„Ž ๐‘Ž for an integration constant ๐‘€. Finally, in the absence of bottom-level prey species (๐‘ฅ = 0), the model reduces to: { ๐‘‘๐‘ฆ ๐‘‘๐‘ก = โˆ’๐‘๐‘ฆ โˆ’ ๐‘”๐‘ฆ๐‘ง ๐‘‘๐‘ง ๐‘‘๐‘ก = โˆ’โ„Ž๐‘ง + ๐‘™๐‘ฆ๐‘ง And has solution in the ๐‘ฆ๐‘ง plane of the form ๐‘ง๐‘ ๐‘ฆโˆ’โ„Ž = ๐‘๐‘’โˆ’๐‘”๐‘งโˆ’๐‘™๐‘ฆ for an integration constant ๐‘. The equilibrium points of (18) are solution of the algebraic system { (๐‘Ž โˆ’ ๐‘๐‘ฆ)๐‘ฅ = 0 (โˆ’๐‘ + ๐‘’๐‘ฅ โˆ’ ๐‘”๐‘ง)๐‘ฆ = 0 (โˆ’โ„Ž + ๐‘™๐‘ฆ)๐‘ง = 0 . As a result, we have three equilibrium points (๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) located at (0,0,0), (๐‘ ๐‘’ โ„ , ๐‘Ž ๐‘ โ„ , 0) and (0, โ„Ž ๐‘™ โ„ , โˆ’๐‘ ๐‘” โ„ ). Since the right hand sides of system (18) have continuous partial derivatives in ๐‘ฅ, ๐‘ฆ and ๐‘ง, it can be linearized at one of the equilibrium (๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) and the associated linearized system takes the form { ๐‘‘๐‘ฅ ๐‘‘๐‘ก โ‰ˆ (๐‘Ž โˆ’ ๐‘๐‘ฆ0)(๐‘ฅ โˆ’ ๐‘ฅ0) โˆ’ ๐‘๐‘ฅ0(๐‘ฆ โˆ’ ๐‘ฆ0) ๐‘‘๐‘ฆ ๐‘‘๐‘ก โ‰ˆ ๐‘’๐‘ฆ0(๐‘ฅ โˆ’ ๐‘ฅ0) + (โˆ’๐‘ + ๐‘’๐‘ฅ0 โˆ’ ๐‘”๐‘ง0)(๐‘ฆ โˆ’ ๐‘ฆ0) โˆ’ ๐‘”๐‘ฆ0(๐‘ง โˆ’ ๐‘ง0) ๐‘‘๐‘ง ๐‘‘๐‘ก โ‰ˆ ๐‘™๐‘ง0(๐‘ฆ โˆ’ ๐‘ฆ0) + (โˆ’โ„Ž + ๐‘™๐‘ฆ0)(๐‘ง โˆ’ ๐‘ง0) whose Jacobian matrix is given by ๐ฝ(๐‘ฅ0, ๐‘ฆ0, ๐‘ง0) = [ ๐‘Ž โˆ’ ๐‘๐‘ฆ0 โˆ’๐‘๐‘ฅ0 0 ๐‘’๐‘ฆ0 โˆ’๐‘ + ๐‘’๐‘ฅ0 โˆ’ ๐‘”๐‘ง0 โˆ’๐‘”๐‘ฆ0 0 ๐‘™๐‘ง0 โˆ’โ„Ž + ๐‘™๐‘ฆ0 ]. (19) The Jacobian matrix (19) at the equilibrium point (0, 0, 0) takes the form ๐ฝ(0,0,0) = [ ๐‘Ž 0 0 0 โˆ’๐‘ 0 0 0 โˆ’โ„Ž ]
  • 10. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 33 with eigenvalues ๐œ†1 = ๐‘Ž, ๐œ†2 = โˆ’๐‘ and๐œ†3 = โˆ’โ„Ž and corresponding eigenvectors โŒฉ1,0,0โŒช, โŒฉ0,1,0โŒช and โŒฉ0,0,1โŒช respectively.Since there is an eigenvalue with positive real part, namely ๐‘Ž, the equilibrium point (0,0,0) is unstable. The general solution is written in the form of the linear combination of eigenvalue and its corresponding eigenvector. That is, ( ๐‘ฅ ๐‘ฆ ๐‘ง ) = ๐‘1 ( 1 0 0 ) ๐‘’๐‘Ž๐‘ก + ๐‘2 ( 0 1 0 ) ๐‘’โˆ’๐‘๐‘ก + ๐‘3 ( 0 0 1 ) ๐‘’โˆ’โ„Ž๐‘ก where ๐‘1, ๐‘2, ๐‘3 are arbitrary constants. The long term behavior of this general solution is As ๐‘ก โ†’ โˆž, { ๐‘ฅ(๐‘ก) โ†’ โˆž ๐‘ฆ(๐‘ก) โ†’ 0 ๐‘ง(๐‘ก) โ†’ 0 The physical interpretation of this solution is that of the mid-level and top-level predators were eradicated, the prey population would grow in this simple model. The Jacobian matrix (19) at the equilibrium point ๐‘ ๐‘’ โ„ , ๐‘Ž ๐‘ โ„ is of the form ๐ฝ(๐‘ ๐‘’ โ„ , ๐‘Ž ๐‘ โ„ , 0) = [ โŒˆ โŒˆ โŒˆ โŒˆ 0 โˆ’๐‘๐‘ ๐‘’ 0 ๐‘Ž๐‘’ ๐‘ 0 โˆ’๐‘Ž๐‘” ๐‘ 0 0 โˆ’โ„Ž๐‘ + ๐‘Ž๐‘™ ๐‘ ] โŒ‰ โŒ‰ โŒ‰ โŒ‰ with eigenvalues ๐œ†1 = ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ ๐‘ , ๐œ†2 = โˆ’๐‘–โˆš๐‘Ž๐‘, ๐œ†3 = ๐‘–โˆš๐‘Ž๐‘ and corresponding eigenvectors respectively: โŒฉ1, (โ„Ž๐‘ โˆ’ ๐‘Ž๐‘™)๐‘’ ๐‘2๐‘ , ๐‘Ž๐‘2 ๐‘๐‘’ + ๐‘2 ๐‘’โ„Ž2 โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2 ๐‘’๐‘™2 ๐‘Ž๐‘2๐‘๐‘” โŒช , โŒฉ1, ๐‘–๐‘’โˆš๐‘Ž๐‘ ๐‘๐‘ , 0โŒช, โŒฉ1, โˆ’๐‘–๐‘’โˆš๐‘Ž๐‘ ๐‘๐‘ , 0โŒช Thus, the equilibrium point is stable if ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ < 0 and unstable if ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ > 0. For ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ = 0, the jacobian matrix evaluated at this equilibrium point have three eigenvalues with zero real part. Thus, each such equilibrium point is stable. The stability of this equilibrium point is of significance. Since it is stable, non-zero populations might be attracted towards the equilibrium point and as such the dynamics of the system might lead towards the extinction of all the three species for many cases of initial population levels. In this case, the general solution becomes
  • 11. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 34 ( ๐‘ฅ ๐‘ฆ ๐‘ง ) = ๐‘1 ( 1 (โ„Ž๐‘ โˆ’ ๐‘Ž๐‘™)๐‘’ ๐‘2๐‘ ๐‘Ž๐‘2 ๐‘๐‘’ + ๐‘2 ๐‘’โ„Ž2 โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2 ๐‘’๐‘™ ๐‘Ž๐‘2๐‘๐‘” ) ๐‘’ ( ๐‘™๐‘Žโˆ’โ„Ž๐‘ ๐‘ )๐‘ก + ๐‘2 [( 1 0 0 ) cos โˆš๐‘Ž๐‘๐‘ก โˆ’ ( 0 ๐‘’โˆš๐‘Ž๐‘ ๐‘๐‘ 0 ) sin โˆš๐‘Ž๐‘๐‘ก] + ๐‘3 [( 1 0 0 ) ๐‘ ๐‘–๐‘›โˆš๐‘Ž๐‘๐‘ก + ( 0 ๐‘’โˆš๐‘Ž๐‘ ๐‘๐‘ 0 ) cos โˆš๐‘Ž๐‘๐‘ก] where ๐‘1,๐‘2,๐‘3 are arbitrary positive constants. The long term behavior of the general solution is illustrated in the table bellow For ๐‘™๐‘Ž โˆ’ โ„Ž๐‘ > 0 As ๐‘ก โ†’ โˆž ๐‘ฅ(๐‘ก) โ†’ โˆž ๐‘ฆ(๐‘ก) โ†’ โˆ’โˆž { ๐‘ง(๐‘ก) โ†’ โˆž, if ๐‘Ž๐‘2 ๐‘๐‘’ + ๐‘2 ๐‘’โ„Ž2 โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2 ๐‘’๐‘™ > 0 ๐‘ง(๐‘ก) โˆ’ โˆž, if ๐‘Ž๐‘2 ๐‘๐‘’ + ๐‘2 ๐‘’โ„Ž2 โˆ’ 2๐‘Ž๐‘๐‘’โ„Ž๐‘™ + ๐‘Ž2 ๐‘’๐‘™ < 0 3.3 Single Tank Mixture Problem Model Suppose that we have two chemical substances where one is solvable in the other, such as salt and water. Suppose that we have a tank containing a mixture of these substances, and the mixture of them is poured in and the resulting โ€œwell-mixedโ€ solution pours out through a valve at the bottom. Now, letโ€™s consider Fig. 2 with the following denotations Figure2: mixing Solutions in the tank โžข ๐‘๐‘–๐‘› โ‰ก concentration of salt in the solution being poured into the tank. โžข ๐‘๐‘œ๐‘ข๐‘ก โ‰ก concentration of salt in the solution being poured out of the tank. โžข ๐‘…๐‘–๐‘› โ‰ก rate at which the salt is being poured into the tank. โžข ๐‘…๐‘œ๐‘ข๐‘ก โ‰ก rate at which the salt is being poured out of the tank. There are two types of flow rates for which we can set up differential equations in connection with the mixing problem. Each of these is used to describe what is happening within the tank of liquid. These are volume flow rate
  • 12. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 35 and mass flow rate. The volume flow rate equation tells us how the amount of liquid in the tank is changing. The net rate of change of the volume in the tank is given by ๐‘‘๐‘ฃ ๐‘‘๐‘ก = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› โˆ’ ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก , (20) where ๐‘ฃ(๐‘ก) is the volume of liquid present in the tank at time t measured from some chosen moment. By the law of conservation of salt, the two rates in the difference represent the constant rate at which liquid is being added to (input flow rate) and at which it is being drained from (output flow rate) the tank. The mass flow rate equation describes the net rate of change of the mass of dissolved substance in the tank. ๐‘‘๐‘š ๐‘‘๐‘ก = ( ๐‘‘๐‘š ๐‘‘๐‘ก ) ๐‘–๐‘› โˆ’ ( ๐‘‘๐‘š ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก (21) By definition of concentration, the solution found in the tank at a given time ๐‘ก has a mass of the substance given by the formula ๐‘š(๐‘ก) = ๐‘ฃ(๐‘ก). ๐‘(๐‘ก). Thus, for any of the mixing problems, the mass flow rate equation is given by ๐‘‘ ๐‘‘๐‘ก ๐‘š(๐‘ก) = ๐‘‘ ๐‘‘๐‘ก [๐‘ฃ(๐‘ก). ๐‘(๐‘ก)] = [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› . ๐‘๐‘–๐‘›] โˆ’ [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก . ๐‘(๐‘ก)] (22) When the rate at which liquid is added is the same as the rate at which liquid is drained out of the tank, That is ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค we have, ๐‘‘ ๐‘‘๐‘ก ๐‘ฃ(๐‘ก) = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค โˆ’ ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค = 0 which is the same as to say ๐‘ฃ(๐‘ก)is constant and ๐‘ฃ(๐‘ก) = ๐‘ฃ(0) = ๐‘ฃ0 . On the other hand, the condition of having equal rates of filling and draining permits us to rewrite the mass flow rate equation (22) as ๐‘‘ ๐‘‘๐‘ก ๐‘š(๐‘ก) = [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค . ๐‘๐‘–๐‘›] โˆ’ [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค . ๐‘š(๐‘ก) ๐‘ฃ(๐‘ก) ] = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค . [๐‘๐‘–๐‘› โˆ’ ๐‘š(๐‘ก) ๐‘ฃ0 ]. Then, it follows that ๐‘‘๐‘š ๐‘๐‘–๐‘› โˆ’ ๐‘š ๐‘ฃ0 = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค ๐‘‘๐‘ก, for๐‘๐‘–๐‘› โ‰  ๐‘š ๐‘ฃ0 with solution โˆ’๐‘ฃ0 ln |๐‘๐‘–๐‘› โˆ’ ๐‘š ๐‘ฃ0 | = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค ๐‘ก + ๐ถ Assuming the initial condition ๐‘š0: = ๐‘š(0) = ๐‘ฃ(0). ๐‘(0) = ๐‘ฃ0. ๐‘0 gives ln | ๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š | = ๐‘˜๐‘ก, where ๐‘˜ = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค ๐‘ฃ0 .
  • 13. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 36 cases Substance mass ๐‘š(๐‘ก = 0) lim ๐‘กโ†’โˆž ๐‘š(๐‘ก) ๐‘๐‘–๐‘› = ๐‘š ๐‘ฃ0 ๐‘š(๐‘ก) = ๐‘š0 = ๐‘ฃ0๐‘๐‘–๐‘› ๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘› ๐‘๐‘–๐‘› > ๐‘š ๐‘ฃ0 ๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘› โˆ’ (๐‘ฃ0๐‘๐‘–๐‘› โˆ’ ๐‘š0)๐‘’โˆ’๐‘˜๐‘ก ๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘› ๐‘๐‘–๐‘› < ๐‘š ๐‘ฃ0 ๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘› + (๐‘š0 โˆ’ ๐‘ฃ0๐‘๐‘–๐‘›). ๐‘’โˆ’๐‘˜๐‘ก ๐‘š0 ๐‘ฃ0๐‘๐‘–๐‘› In other words, the initial mass of substance in the tank is either ๐‘š0 < ๐‘ฃ0๐‘๐‘–๐‘› or ๐‘š0 > ๐‘ฃ0๐‘๐‘–๐‘›both asymptotically approach the constant solution function ๐‘š(๐‘ก) = ๐‘ฃ0๐‘๐‘–๐‘› Analogously, equation (22) for the rate of change of concentration in the tank can be rewritten as ๐‘‘๐‘ ๐‘‘๐‘ก = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘“๐‘™๐‘œ๐‘ค ๐‘ฃ0 . (๐‘๐‘–๐‘› โˆ’ ๐‘) whose solution is ๐‘๐‘–๐‘› โˆ’ ๐‘ |๐‘๐‘–๐‘› โˆ’ ๐‘0| = ๐‘’โˆ’๐‘˜๐‘ก , for๐‘๐‘–๐‘› โ‰  ๐‘0. Upon examining the solution of the equation for concentration rate of change, we have the following properties case Concentration ๐‘(๐‘ก = 0) lim ๐‘กโ†’โˆž ๐‘(๐‘ก) ๐‘๐‘–๐‘› = ๐‘ ๐‘(๐‘ก) = ๐‘0 ๐‘0 ๐‘๐‘–๐‘› ๐‘๐‘–๐‘› > ๐‘ ๐‘(๐‘ก) = ๐‘๐‘–๐‘› โˆ’ (๐‘๐‘–๐‘› โˆ’ ๐‘๐‘œ)๐‘’โˆ’๐‘˜๐‘ก ๐‘0 ๐‘๐‘–๐‘› ๐‘๐‘–๐‘› < ๐‘ ๐‘(๐‘ก) = ๐‘๐‘–๐‘› + (๐‘0 โˆ’ ๐‘๐‘–๐‘›)๐‘’โˆ’๐‘˜๐‘ก ๐‘0 ๐‘๐‘–๐‘› Similarly, the concentration functions satisfy the initial condition in the tank is either ๐‘0 < ๐‘๐‘–๐‘› or ๐‘0 > ๐‘๐‘–๐‘› both approach the constant solution function asymptotically. When the rate at which liquid added is faster than the rate at which liquid is drained out of the tank, we have ๐‘‘ ๐‘‘๐‘ก ๐‘ฃ(๐‘ก) = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› โˆ’ ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก > 0 By assuming the input and output rates are constant, and letting โˆ†๐‘ฃ = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘›๐‘’๐‘ก = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› โˆ’ ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก , The mass flow rate equation for this case becomes ๐‘‘๐‘š ๐‘‘๐‘ก = [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› . ๐‘๐‘–๐‘›] โˆ’ [( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก . ๐‘š(๐‘ก) ๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก ] (22) with solution
  • 14. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 37 ๐‘š(๐‘ก) = ๐ถ (๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก)ฮฉ + ๐‘๐‘–๐‘›. (๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก) where C is integration constant and ๐›บ = ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก โˆ†๐‘ฃ . Now, applying the initial condition ๐‘š(0) = ๐‘š0 gives ๐‘š(๐‘ก) = (๐‘š0 โˆ’ ๐‘ฃ0. ๐‘๐‘–๐‘›). ( ๐‘ฃ0 ๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก ) ๐›บ + ๐‘๐‘–๐‘›. (๐‘ฃ0 + โˆ†๐‘ฃ. ๐‘ก) (23) With the input flow rate being larger than the output flow rate, that it is generally impossible to have ๐‘‘๐‘š ๐‘‘๐‘ก โ†’ 0. That is, the volume of liquid being added to the tank keeps increasing and, if it carries a nonzero concentration of dissolved substance, the mass of dissolved substance in the tank can only increase. When the rate at which liquid is drained out of the tank is faster than the rate at which liquid is added, we have 0 < ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘œ๐‘ข๐‘ก โˆ’ ( ๐‘‘๐‘ฃ ๐‘‘๐‘ก ) ๐‘–๐‘› = โˆ’โˆ†๐‘ฃ, where ๐‘ฃ(๐‘ก) = ๐ถ โˆ’ โˆ†๐‘ฃ. ๐‘ก. Applying the initial conditions, the solution of mass function is given by ๐‘š(๐‘ก) = (๐‘š0 โˆ’ ๐‘ฃ0. ๐‘๐‘–๐‘›). ( ๐‘ฃ0 โˆ’ โˆ†๐‘ฃ. ๐‘ก ๐‘ฃ0 ) ๐›บ + ๐‘๐‘–๐‘›. (๐‘ฃ0 โˆ’ โˆ†๐‘ฃ. ๐‘ก) (24) As ๐‘ก โ†’ โˆž, ๐‘š(๐‘ก) โ†’ โˆ’โˆž. Since the output flow rate being larger than the input flow rate, the volume of liquid being flow out of the tank keeps increasing and, if it carries a zero concentration of dissolved substance, the mass of dissolved substance in the tank can only decrease. 3.4 Multiple Tank Mixture Problem Model Consider ๐‘› tanks filled with brine, which are connected by a pair of pipes. One pipe brings brine from the ๐‘–๐‘กโ„Ž tank to the (๐‘– + 1)๐‘กโ„Ž tank at a given rate, while the second pipe carries brine in the opposite direction (to the ๐‘–๐‘กโ„Ž tank) at the same rate, for ๐‘– = 1, 2, . . . , ๐‘› โˆ’ 1. Assuming that the initial concentrations in all tanks are known and that we have a perfect mixing, finding the concentrations in all tanks after a given period of time leads to a system of linear ordinary differential equations. Consider the case where ๐‘› tanks (with๐‘› > 1) of the same volume ๐‘ฃ are arranged in linear shape. We have a row of ๐‘› tanks ๐‘‡1, ๐‘‡2, โ€ฆ , ๐‘‡๐‘› with neighboring tanks connected by a pair of pipes. Figure 3: A linear arrangements of ๐‘› tanks
  • 15. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 38 Assume that the flow of Fig. 3 through each pipe is ๐‘“ gallons per unit of time. Consequently, the volume ๐‘ฃ in each tank remains constant. Let ๐‘ฅ๐‘–(๐‘ก) be the amount of salt in tank ๐‘‡๐‘– at time ๐‘ก. This yields the differential equations ๐‘ฅโ€ฒ 1(๐‘ก) = โˆ’๐‘“ ๐‘ฅ1(๐‘ก) ๐‘ฃ + ๐‘“ ๐‘ฅ2(๐‘ก) ๐‘ฃ ๐‘ฅโ€ฒ ๐‘–(๐‘ก) = ๐‘“ ๐‘ฅ๐‘–โˆ’1(๐‘ก) ๐‘ฃ โˆ’ 2๐‘“ ๐‘ฅ๐‘–(๐‘ก) ๐‘ฃ ) + ๐‘“ ๐‘ฅ๐‘–+1(๐‘ก) ๐‘ฃ , for 2 โ‰ค ๐‘– โ‰ค ๐‘› โˆ’ 1 ๐‘ฅโ€ฒ ๐‘›(๐‘ก) = ๐‘“ ๐‘ฅ๐‘›โˆ’1(๐‘ก) ๐‘ฃ โˆ’ ๐‘“ ๐‘ฅ๐‘›(๐‘ก) ๐‘ฃ Without loss of generality, we assume that๐‘“ = ๐‘ฃ and switch to the vector form and then the system in matrix form becomes ๐‘ฅโ€ฒ = ๐ด๐‘ฅ(๐‘ก), where ๐ด = [ โŒˆ โŒˆ โŒˆ โŒˆ โŒˆ โˆ’1 1 0 โ‹ฏ 0 0 0 1 โˆ’2 1 โ‹ฏ 0 0 0 0 1 โˆ’2 โ‹ฏ 0 0 0 โ‹ฎ โ‹ฎ โ‹ฎ โ‹ฑ โ‹ฎ โ‹ฎ โ‹ฎ 0 0 0 โ‹ฏ โˆ’2 1 0 0 0 0 โ‹ฏ 1 โˆ’2 1 0 0 0 โ‹ฏ 0 1 โˆ’1] โŒ‰ โŒ‰ โŒ‰ โŒ‰ โŒ‰ , ๐‘ฅ(๐‘ก) = (๐‘ฅ1, ๐‘ฅ1, โ€ฆ , ๐‘ฅ๐‘›)๐‘‡ . Clearly, ๐ด is tridiagonal and symmetric. Since ๐ด is a symmetric matrix, all eigenvalues must be real. According to definition 3 (In this case ๐‘Ž11 = ๐‘Ž๐‘›๐‘› = โˆ’1, ๐‘Ÿ1 = ๐‘Ÿ๐‘› = 1, while ๐‘Ž๐‘–๐‘– = โˆ’2, ๐‘Ÿ๐‘– = 2), the eigenvalues of ๐ด are contained in the intervals of [-4, 0]. Now, applying definition 3 and linear recurrence relation Elayedi (2005) give det(๐ด โˆ’ ๐œ†๐ผ) = 2 cot ( ๐›พ 2 ) sin(๐‘›๐›พ) , ๐›พ๐œ–(0, ๐œ‹] when ๐›พ = ๐‘˜๐œ‹ ๐‘› , for ๐‘˜๐œ–{1,2, โ€ฆ , ๐‘›}. The eigenvalues of the coefficient matrix ๐ด is then given by ๐œ†๐‘˜ = โˆ’2๐‘๐‘œ๐‘  ๐‘˜๐œ‹ ๐‘› โˆ’ 2, ๐‘˜๐œ–{1,2, โ€ฆ , ๐‘›}. It follows that the components of an eigenvector ๐‘‰ = (๐‘ฃ1, ๐‘ฃ2, โ€ฆ , ๐‘ฃ๐‘›) corresponding to the eigenvalues ๐œ†๐‘˜ are given by the relations ๐‘ฃ2 = โˆ’ (1 + 2๐‘๐‘œ๐‘  ๐‘˜๐œ‹ ๐‘› ) ๐‘ฃ1 where ๐‘ฃ1is an arbitrary nonzero number. In general, while ๐‘ฃ๐‘– = โˆ’2 (๐‘๐‘œ๐‘  ๐‘˜๐œ‹ ๐‘› ) ๐‘ฃ๐‘–โˆ’1 โˆ’ ๐‘ฃ๐‘–โˆ’2, for ๐‘–๐œ–{3,4, โ€ฆ , ๐‘›}, the general solution is given by ๐‘ฅ(๐‘ก) = โˆ‘ ๐‘๐‘–๐‘ฃ๐‘– ๐‘› ๐‘–=1 ๐‘’๐œ†๐‘–๐‘ก . Since, ๐œ†๐‘› = 0, the corresponding eigenvectors have all components identical, and the remaining eigenvalues are negative, we conclude that the long term behavior of the general solution always approaches the state with all tanks containing the same amount of salt.
  • 16. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 39 4. Conclusion This paper attempted to discuss the application of first order ordinary differential equation in modeling phenomena of real world problems. The included models are Population growth and decay, Prey-predator interaction, mixing problems in a single tank and multiple tank systems. It is seen that it is possible to represent the population variations of prey and predator relationship to a certain extent of accuracy by mathematical model which is described by systems of non-linear order ordinary differential equations. The logistic model remedies the weakness of exponential model. That is, the exponential model predicts either the population grows without bound or it decays to extinction. But population cannot grow without bound as there can be competition for food, resources or space and this effect can be modeled by a logistic model by supposing that the growth rate depends on the population. It is further seen that finding the concentration of the mixed solution after a given period of time leads to the resulting well mixed solution. Finally, this paper believed that many problems of future technologies will be solved using ordinary differential equations. Availability of data and materials Not applicable. Competing interests The authors would like to declare no conflict of interests. Funding Not applicable. Authorsโ€™ contributions All authors read and approved the final manuscript. Acknowledgements The authors would like to express their sincere gratitude to the editors and reviewers of this manuscript. References Agarap, A.F. (2016). A Mathematical Model of a Hypothetical Coin-Operated Vending Machine Designed Using Concepts in Automata Theory. Ahsan, Z. (2016). Differential equations and their applications. PHI Learning Pvt. Ltd. Bajpai, A.C., Mustoe, L.R. and Walker, D. (2018). Advanced engineering mathematics. Bellomo. N, Angelis. E and Delitala. M. (2007). Lecture Notes on Mathematical Modeling in Applied Sciences. Boyce, W.E., DiPrima, R.C. and Meade, D.B. (2017). Elementary differential equations. John Wiley & Sons.
  • 17. Mathematical Theory and Modeling www.iiste.org ISSN 2224-5804 (Paper) ISSN 2225-0522 (Online) Vol.10, No.3, 2020 40 Cesari, L. (2012). Optimizationโ€”theory and applications: problems with ordinary differential equations. Springer Science & Business Media. Vol. 17. Edwards, C.H., Penney, D.E. and Calvis, D.T. (2016). Differential equations and boundary value problems. Pearson Education Limited. Elayedi. S. (2005). an introduction to difference equations, springer science and business media Inc., third edition. Frigon, M. and Pouso, R.L. (2017). Theory and applications of first-order systems of Stieltjes differential equations. Advances in Nonlinear Analysis, 6(1): 13-36. Jeffrey. A. (2010). matrix operations for engineers and scientists, e studio calamar s. l. Germany, first edition. Jordan .D and Smith. P. (2007). Nonlinear Ordinary Differential Equations, Oxford University Press Inc., fourth edition. Kolmanovskii, V. and Myshkis, A. (2013). Introduction to the theory and applications of functional differential equations. Springer Science & Business Media. Vol. 463. Lambe, C.G. and Tranter, C.J. (2018). Differential equations for engineers and scientists. Courier Dover Publications. Logan, D. (2017). A first course in differential equations. Springer. Mechee, M., Senu, N., Ismail, F., Nikouravan, B. and Siri, Z. (2013). A three-stage fifth-order Runge-Kutta method for directly solving special third-order differential equation with application to thin film flow problem. Mathematical Problems in Engineering. Oksendal, B. (2013). Stochastic differential equations: an introduction with applications. Springer Science & Business Media. Paullet .J, Previte. J and Walls. Z. (2002). lotka -volterra three species food chain, 75: 243. Scholz, G. and Scholz, F. (2015). First-order differential equations in chemistry. ChemTexts, 1(1): 1. Simeonov, P. (2007). Impulsive differential equations: periodic solutions and applications. Routledge. Simmons, G.F. (2016). Differential equations with applications and historical notes. CRC Press. Slavik. A. (2013). Mixing Problems with Many Tanks. Zill. D. (2013). A first course in differential equations with modeling applications, Brooks/cole, cengage learning, tenth edition. View publication stats View publication stats