1. Introduction
Biotechnological processes have been found to be suitable and low-cost options for the removal of organic and inorganic contaminants in wastewaters [
1,
2,
3]. Phenol, phenolic derivatives and their mixtures are among the extremely toxic pollutants arising from industrial effluents. Although sodium salicylate (SA) is used as a drug derivative in medicine and as preservative in foods production, it is recently qualified as a typical contaminant in wastewater due to its high level toxicity (cf., for example, [
4] and the references therein). The phenol/sodium salicylate mixture is found in wastewater from various industries (chemical, pharmaceutical, cosmetic and others). For that reason, modern technologies for removal of toxic compounds from industrial and pharmaceutical wastewater are constantly being developed [
5,
6,
7]. The availability of clean water is important for ensuring human health, societal development and environmental sustainability. Wastewater must be treated before being released into the environment or reused according to international and national regulatory requirements, emphasized in many European documents [
8,
9].
Recently, biodegradation of phenol and its derivatives, as well as of SA is successfully carried out with various specific microorganisms such as 
Trichosporoncutaneum, 
Arthrobacter, 
Pseudomonas putida, 
Gliomastix indicus, 
Aspergillus awamori, 
Trametes hirsute, 
Rhodococcus, 
Burkholderia, 
Candida tropicalis and many others [
10,
11,
12,
13,
14,
15,
16]. The experimental work is performed mainly at laboratory scales using a chemostat as a part of apparatus. It seems that the name “chemostat” appears for the first time in [
17]. The chemostat is also known as “continuous culture” and “continuously stirred tank reactor” (CSTR). Using the chemostat, numerous mathematical models have been developed in different areas of natural sciences and bioengineering [
18,
19,
20].
Usually, the Haldane kinetic model describes the specific cell growth rates on a single substrate in wastewater treatment models. However, the specific cell growth rates in a substrate mixture of two and more pollutant components are expressed by complex nonlinear functions [
12,
21]. These functions are presented as sums or products of modified kinetic models to take into account the mutual influence between the substrates on their biodegradation rate by the so-called interaction coefficients. The latter account for the inhibition of the degradation of one substrate in the presence of the other or of the binary mixture as a whole [
14,
16]. The following models are widely used in the analysis and control of the wastewater treatment processes involving mixtures of pollutant components: sum kinetics with interaction parameters (SKIP), self-inhibition EC-SKIP (SIEC-SKIP), elimination capacity-sum kinetics with interaction parameter (EC-SKIP), etc. [
22,
23,
24,
25]. The SKIP models describe well the biodegradation by different microorganisms of various mixtures of interacting phenolic pollutants in wastewater: phenol and p-cresol or phenol and resorcinol by 
Gliomastix indicus MTCC 3869 [
12]; phenol and SA by 
Pseudomonas putida [
14,
15,
16]; 4-bromophenol and 4-chlorophenol by 
Arthrobacter chlorophenolicus A6 [
26].
Controlling a biotechnological process is a delicate and not easy task. This is due to the complexity of the process, involving a variety of living microorganisms which dynamics is often unstable and not well known. Model-based control is used to predict the behavior of the bioreactor systems and is gaining an increased importance in recent decades. The controller type depends on many factors such as the knowledge of the system, availability and complexity of the considered model, etc. Among the classical controllers are the proportional-integral (PI) controller, the proportional integral-differential (PID) controller, the adaptive PID and the cascade PI controls; all they have been recognized as a good alternative for the regulation of the plants (cf. [
27,
28] and the references therein). Other recently developed approaches for controlling continuous bioreactors are nonlinear adaptive control [
29,
30], feedback control [
31], extremum seeking control [
32,
33,
34]. More detailed information about instrumentation and control of biotechnological processes can be found in the review paper [
35].
A significant characteristic of chemostat cultivation is the dilution rate 
D. In practice, 
D is defined as the flow of medium per time over the volume of the culture in the reactor and can be directly manipulated by the experimenter. For that reason a large number of studies is devoted to investigating the effect of 
D on the long-term behavior of the chemostat dynamics. Among the rich literature we can mention e.g., the papers [
36,
37] and the references therein, as well as the books [
18,
19]. Using 
D as a control parameter is considered in [
38,
39] and applied to a CSTR model for simultaneous degradation of phenol and p-cresol in industrial wastewater.
Biodegradation of phenol and SA mixture by the strain 
Pseudomonas putida (P. putida) CCRC 14365 is reported in [
14,
15], where series of batch tests are conducted and used to determine the interaction parameters in the kinetic growth models. The obtained results show that the cells preferably degrade phenol than SA.
The high biodegradation rate of phenol and SA by 
P. putida 49451 is established in details by Lin and Ho in [
16]. Based on eight batch tests, the kinetic parameters are determined by comparing the model-fitted specific growth rates with that ones of the experimental results. Experimental results show that the addition of SA to phenol does not significantly affect the time required for complete biodegradation of phenol. However, the presence even of a small amount of phenol accelerates the complete biodegradation of SA. Moreover, the authors present in their paper for the first time a continuous-time (chemostat) model for biodegradation of the mixture by 
P. putida 49451. They use two chemostats to evaluate the biodegradation of phenol and SA with different initial conditions. It is shown that the experimental results in the chemostat system fit very well with the predicted values of the model for a particular value of the dilution rate 
. All results in [
16] are also discussed and compared with other experimental data on phenol and SA by 
P. putida given in [
12,
14,
15].
Here we consider the chemostat model for biodegradation of phenol and SA mixture by the strain 
P. putida 49451 proposed by Lin and Ho in [
16]. As already mentioned before, only a quantitative verification of the dynamics at a particular value of the dilution rate 
 has been carried out in the latter paper. Till now this model has not yet been investigated qualitatively. Our paper aims to perform a detailed mathematical analysis of the model solutions.
The mathematical analysis is based on the theory of autonomous dynamical systems, described by nonlinear ordinary differential equations [
18,
40]. The latter offers a rich arsenal of techniques and methods, which are recently widely used in mathematical modelling of real-life processes. Based on this theory, the objectives of our study are to (i) determine bounds (interval) for the dilution rate 
D and to establish existence of model equilibrium points within these bounds; (ii) investigate the local asymptotic stability of the equilibria; (iii) establish existence, uniqueness and boundedness of positive model solutions; (iv) prove global stabilizability of the dynamics towards a prescribed equilibrium point by using 
D as a control function. The obtained theoretical results provide a good framework for practical applications. They can be used in the design of effective and sustainable management of the biodegradation process of phenol and SA mixture in wastewater.
The paper is structured in the following way. 
Section 2 shortly presents the mathematical model for biodegradation of phenol and SA mixture by the 
P. putida cells, given in [
16]. The main results are reported in 
Section 3 and 
Section 4. 
Section 3 is devoted to local stability analysis of the model, including computation of the equilibrium points as well as investigation of their local asymptotic stability with respect to the parameter 
D. 
Section 4 reports on general and important properties of the model solutions and provides results on the global stabilizability of the system. 
Section 5 presents numerical examples as illustration of the theoretical studies on the model dynamics. The last 
Section 6 discusses the presented theoretical results and points out their importance and practical applicability.
  2. The Chemostat Model
The chemostat model for biodegradation of the binary mixture of phenol and sodium salicylate (SA) by the strain 
Pseudomonas putida 49451 is described by the following system of nonlinear ordinary differential equations [
16]
      
      where 
 and 
 are the specific cell growth rates on phenol and SA respectively, presented by the following analytical expressions [
12,
14,
16]
      
The meaning of the state variables 
, 
, 
X and of the model parameters is summarized in 
Table 1. The numerical values in the last column are taken from [
16], where they are obtained and verified by laboratory experiments.
In our study we assume that the influent concentrations of phenol () and SA () are constant. The dilution rate D is considered as a control function in the model.
The specific growth rates 
 and 
 represent the so called SKIP (Sum Kinetics with Interaction Parameters) models of cell growth, which as shown in [
16], give the best fit to the experimental results of phenol and SA biodegradation. Each one of 
 respectively 
 contains two interaction parameters, 
 and 
, respectively 
 and 
. The considerably grater numerical value of 
 compared to 
 (see last column in 
Table 1) indicates that SA shows higher uncompetitive inhibition on phenol biodegradation in comparison to that of phenol on SA biodegradation. The value of 
 in 
 is also larger that the value of 
 in 
, which is indicative for the fact that the inhibition of phenol biodegradation by SA is higher than the inhibition of SA biodegradation by phenol. These phenomena have also been experimentally validated, see e.g., [
14,
16] and the references therein. Obviously, if 
, respectively 
 then 
, respectively 
 represent the Haldane growth (Halling type IV) function.
Figure 1 visualizes the functions 
, 
 and 
.
 The explicit expressions of 
 and 
 (see (
4)) suggest the following properties of the latter:
Property 1.  For , ,  with  if , ;  is continuously differentiable and bounded;  Property 2.  For , ,  with  if , ;  is continuously differentiable and bounded;    4. Global Analysis
In this section we provide the most important properties of the dynamics (
1)–(
3). We establish existence and positivity of the solutions for all time 
—properties, that ensure the ability of the mathematical model to describe the bioprocess, regarding its practical applicability. Further, we show the global asymptotic stability of the equilibrium points with respect to the dilution rate 
D, which actually means model-based control design of the process. These results provide a good framework for practical applications by indicating to the experimenter how to choose the proper control strategy in order to ensure best process performance and wastewater depollution up to known ecological norms.
Theorem 1.  The nonnegative cone and the interior of the nonnegative cone in  are positively invariant under the flow (1)–(3).  Proof.  If 
 at some time moment 
 then by Equation (
3) it follows 
 for all 
 due to uniqueness of solutions of Cauchy’s problem. Then the model reduces to
        
        which solutions are
        
Obviously, 
 and 
 exponentially as 
. So, the face 
 is invariant under the flow (
1)–(
3).
If 
 then it follows from Equation (
3)
        
        which means that 
 for all 
.
If 
 for some 
 then by Equation (
1), 
. If 
 for some 
 then Equation (
2) implies 
. Therefore the vector field of (
1)–(
3) points inside the positive orthant, i.e., all model solutions are positive. This completes the proof of Theorem 1.    □
 In what follows we shall consider initial conditions for the dynamics (
1)–(
3) in the set
      
According to Theorem 1 the set  is positively invariant for the model, i.e., starting with initial conditions in  the corresponding solutions remain in  for all time .
Theorem 2.  Let . Then all solutions are uniformly bounded and thus exist for all time .
 Proof.  After multiplying Equation (
1) by 
, Equation (
2) by 
 and adding the latter to Equation (
3) we obtain
        
Denoting 
, Equation (
12) implies
        
        which yields 
. According to Theorem 1 all solutions are positive, and the latter presentation means that all solutions are uniformly bounded and thus exist for all 
. The proof of Theorem 2 is completed.    □
 In the following we shall use the next Lemma.
Barbălat’s Lemma  (cf. [
41])
. If  is uniformly continuous and there exists  then . Theorem 3.  Let . The following assertions are valid.
- (i) 
 For any  and for any  there exists time  such that for all ,  and  hold true.
- (ii) 
 If , then there exists time  such that for all ,  and  are fulfilled.
 Proof.   Let 
 be any value of the control function. If 
 holds for all 
 then by Equation (
1) we obtain 
 for all 
. If there is a time moment 
 such that 
 then 
. This means that if there is a time moment 
 such that 
 then 
 for all 
 is valid. Therefore, 
 converges to some 
 as 
. If 
 then 
 for all 
, which means that 
 as 
, a contradiction. Thus, either 
 for all sufficiently large 
 or 
 converges to 
 as 
. Hence, for any 
 there exists time 
 such that 
 for all 
 holds true.
Similar conclusion can be made for 
 using the model Equation (
2), i.e., either 
 for all sufficiently large 
 or 
 converges to 
 as 
. Equivalently, for any 
 there exists time 
 so that for all 
 the inequality 
 holds true. Then choosing 
 proves point 
 of the theorem.
 Choose and fix some 
. The proof of point 
 implies that 
 is strictly decreasing with time. Moreover, since the set 
 is bonded, it follows that there exists 
. Similarly, 
 is strictly decreasing, too, and there exists 
. Since 
, 
 and 
 are bounded differentiable functions for all 
 it follows that 
 is uniformly continuous. Applying Barbălat’s Lemma yields
        
We have by Theorem 1 that 
, 
, 
, and because 
, the latter equality (
13) implies 
, 
 as 
. In a similar way one obtains that 
 as 
.
Since 
, by Equation (
3) we obtain
        
Further, the relations 
, 
 as 
, as well as the properties 
, 
 of 
 and 
 imply that there exists a time moment 
 and a constant 
 such that
        
        for all 
 is fulfilled. Then 
 for all 
. The invariance of 
 with respect to the trajectories of the system implies that 
. Then from 
 for all 
 it follows that 
 for each 
, a contradiction with 
 as 
. Hence, there exists a sufficiently large time 
 such that 
 holds true for all 
. If for some time moment 
 the equality 
 is fulfilled, then
        
		This shows that 
 for all sufficiently large 
 is satisfied.
In a similar way it can be shown that there exists time  such that  for all  holds true. Choosing  it follows that  and  are simultaneously satisfied for all .
The proof of Theorem 3 is completed.    □
 Below we shall establish the global asymptotic stability of the boundary equilibrium . This property of the washout steady state is also important because it characterizes the inability of the microorganisms to survive in the chemostat system and to degrade the organic chemical compounds.
Theorem 4.  For any initial point from Ω 
and any  the corresponding solution of (1)–(3) converges asymptotically to the boundary equilibrium .  Proof.  Choose an arbitrary initial point 
, and let 
 be some value of the dilution rate. Suppose that 
. By Barbălat’s Lemma we obtain from Equation (
3)
        
        which leads to
        
Based on Theorem 3
, on the properties 
 and 
 of 
 and 
, and since 
, the latter relation implies that there exists a time moment 
 and a constant 
 such that
        
        for all 
. This yields 
, or equivalently, 
 for all 
, a contradiction with 
. Hence, 
 holds true. Further, applying the theory of the asymptotically autonomous systems, the model (
1)–(
3) reduces to the limiting system
        
        which means that 
, 
. This proves the global asymptotic stability of the washout equilibrium 
.    □
 The next considerations concern the global asymptotic stability of the interior equilibrium  whenever .
Experimental results in [
16] indicate that SA is degraded more rapidly by 
P. putida 49451 cells than phenol. For that reason let us assume that the model dynamics is already stabilized at 
 for some value 
. Denote
      
Then model (
1)–(
3) can be reduced to the following 2-dimensional system with respect to 
 and 
X:
Further, by (
9) and (
10) we have 
, and the above two equations can be rewritten in the form
      
We shall show that the dynamics (
15) is asymptotically stabilizable towards 
.
Theorem 5.  For any initial point  the corresponding solution  of (15) converges asymptotically to .  Proof.  From Theorem 3
 it follows that there is no loss of generality if we restrict our considerations to initial conditions from the set
        
Define the following Lyapunov function
        
        where 
 is a positive constant, which will be determined later. Obviously, 
V is continuously differentiable in 
, 
 for all 
 with 
, and 
 at 
. It is straightforward to see, that the derivative of 
V along the solutions of (
15) is
        
Since all model solutions are positive and bounded, we can choose the constant 
 sufficiently large so that 
 for all 
. Obviously, 
 if and only if 
 and 
 are fulfilled. By LaSalle’s invariance principle (cf. [
42]) every solution of (
15) initiating in 
 approaches the largest invariant set 
. Since 
 is locally asymptotically stable, it follows that 
. Therefore, 
 is globally asymptotically stable for system (
15), and this means that all solutions of (
1)–(
3) converge to 
 as 
. The proof of Theorem 5 is completed.    □
 Remark 1.  Similar conclusions about the global stability of  can be made by assuming that the dynamics is first stabilized at  for some  and then show that the solutions  converge asymptotically to  as . This will be in agreement with the experimental work in [14] where it is concluded that P. putida CCRC 14365 cells preferably degrade phenol rather than SA.    5. Numerical Simulation of the Model Dynamics
In this section we consider numerical examples demonstrating the dynamic behavior of the model (
1)–(
3) in accordance with the theoretical results.
Example 1.   As mentioned before, the model (
1)–(
3) has been tested at this value of 
D in [
16]. It is shown there that the solutions fall in finite time into the point 
, called a steady state, but it is not. Our computer simulations deliver the following components for the interior equilibrium 
, which are quite different from that ones of 
F. According to Theorem 5 namely the equilibrium 
 is globally asymptotically stable and attracts all solutions for any initial point from the set 
 as time tends to infinity. Practically this means that after finite time the solutions fall into a neighborhood of 
, say a ball with center 
 and radius 
, where the value 
r (called also tolerance) can be chosen by the user.
At  the equilibrium components of the interior equilibrium are . Obviously, lower values of the dilution rate D lead to lower values of  and , but high values of  in the global attractor .
In this case we have , so that the boundary equilibrium  is the unique global attractor of the model.
Figure 4 visualizes the time evolution of 
, 
 and 
 for the 3 different values of 
D corresponding to Examples 1–3.
 Figure 5, 
Figure 6 and 
Figure 7 show projections of several trajectories in different phase planes for values of 
D according to Examples 1, 2 and 3, respectively.
 The computer simulations with model (
1)–(
3) confirm the global stabilizability of the dynamics to either the interior (persistence) equilibrium 
 if 
 or to the boundary (washout) equilibrium 
 when 
.
  6. Discussion and Conclusions
In this paper we provide a mathematical analysis of the model for biodegradation of phenol and sodium salicylate in a chemostat by 
P. putida 49451 cells, proposed for the first time and experimentally validated in [
16]. The model is described by a system of three nonlinear ordinary differential equations involving SKIP kinetics as specific growth rate of the microorganisms. The mathematical investigation of the dynamical system includes local and global analysis of the solutions. Two equilibrium points—one interior (persistence) and one boundary (washout) equilibrium—are computed in dependance of the dilution rate 
D as an important model parameter. A critical value 
 is found, such that the interior equilibrium point 
 exists if 
. The boundary steady state 
 is available for all values of 
. It is shown by numerical computations that 
 is locally asymptotically stable whenever it exists, and 
 is locally asymptotically stable for 
, and unstable if 
. These conclusions are summarized in Proposition 1.
The most important properties of the model solutions—existence, positivity, uniqueness and uniform boundedness—are established theoretically in 
Section 4, by Theorems 1–3. In Theorem 4 we prove the global stability of the boundary equilibrium 
 (within 
) if the values of the dilution rate 
D are large, i.e., if 
. As usual, the global stability of 
 is interpreted as total washout of the microorganisms from the chemostat leading to process breakdown. Theorem 5 is devoted to global stability of the interior equilibrium 
 for any 
. The theorem is proved by assuming that the model dynamics is already stabilized to 
 for some value 
, and then it is shown, by providing an explicit Lyapunov function, that the solutions 
 and 
 converge asymptotically to 
 and 
 respectively as 
 for any initial point in the set 
. A similar result can be obtained supposing that the dynamics is first stabilized to 
, and then showing that 
 and 
 respectively as 
 (see Remark 1). The global stability characteristics give useful advises to the experimenter how to tune the dilution rate 
D in order to control the biodegradation of the chemical compounds up to prescribed ecological norms.
It remains an open problem to prove the global asymptotic stability of the interior equilibrium 
 with 
 for the whole system (
1)–(
3), for example by constructing an appropriate Lyapunov function or using other approaches. This will be a subject of future studies.
Some numerical examples for different values of the dilution rate 
D support the theoretical studies and illustrate the dynamic behavior of the solutions. The model predictions are in agreement with the experimental work in [
16] for phenol and SA biodegradation by 
P. putida cells.