Team:Tianjin/Model
/* OVERRIDE IGEM SETTINGS */
Model
Construction of Bistable Model
Bistability is a common phenomenon in single-cell microbes, that two types of cell phenotype coexist. Bistability is very important for many single-cell microbes adapting to environmental changes. Single-cell microbes can choose the appropriate form according to changes of the environment, and bistability is the basis for achieving this change.
the reason for the existence of bistability in single-cell microbes is complex, and is generally thought to be related to the positive feedback of the gene network. We simulate the bistability in single-celled microbes by establishing a simplified gene regulation model.
\(y\) represents the concentration of the bistable substance, \(x\) is the activator of \(y\), which promotes the expression of the \(y\) gene to increase the concentration of \(y\), and \(R\) is the intracellular inhibitor of \(y\), whose concentration is in accordance with Hill Function. Establish the following equation(1)：
\[ \begin{cases} \frac{R}{R_{T}}=\frac{1}{1+{(x/x_{0})}^{n}}; \\ \tau_{x} \frac{dx}{dt}=\beta y-x; \\ \tau_{y}\frac{dy}{dt}=\alpha \frac{1}{1+R/R_{0}}-y; \end{cases} \]
Here \(R\) represents the concentration of the active inhibitory factor, \(R_{T}\) representing the total concentration, \(n\) is the Hill coefficient, \(x_0\) is the concentration at which the activation rate reaches the half, and the generation of \(y\) is described by the Michaelis-Menten equation, \(\tau_x\) 、\(\tau_y\) is the average survive time.
Under normal circumstances, the cells will be in a steady state, then the derivative of time on the equation (1) is zero, we can get equation (2):
\[ y=\frac{1+{(\beta y)}^{n}}{1+RT/R_{0}+{(\beta y)}^{n}} \]
Note that all of these formulations of derivation of Hill function from mass action kinetics assume that the protein has n sites to which ligands can bind. In practice, however, the Hill Coefficient n rarely provides an accurate approximation of the number of ligand binding sites on a protein.[2] We assume that the Hill Coefficient is 2 according to experience.
We can get the following cubic equation form equation(2), we can get equation(3)
\[ \begin{cases} y^3-ay^2+(\rho /{\beta}^2)y-(\alpha /{\beta}^2)=0 \\ \rho=1+R_{T}/R_{0} \\ \end{cases} \]
For the cubic equation, there can be 1, 2, 3 positive real solutions, to achieve the bistability in this model, the function should have two solutions, we assume that the equation form is equation(4):
\[ (y-a)^{2}(y-ka)=y^3-(2+k)ay^2+(1+2k)a^2y-ka^3=0 \]
Comparing equations 3 and 4, we can get the following parametric equation(5):
\[ \begin{cases} \rho=(1+2k)(1+2/k) \\ \alpha \beta=(2+k)^{1.5}k^{-0.5} \\ \end{cases} \]
Draw the parameters equation, can be obtained under the range of parameters in bistability:
The two curves are the bistable curves we want, and between the two curves the cells can achieve bistability.
The above result is obtained by the equation (1) assuming that the cell is in a steady state, and the stability analysis is given below for equation (1)
Let \(x^{*}\) and \(y^{*}\) represent stability：
\[ x=x^{'}+x^{*};y=y^{'}+y^{*} \]
Combine equation (1), we can get equation(5):
\[ \begin{cases} \tau_{x}\frac{dx^{'}}{dt}=\beta y^{'}-x^{'} \\ \tau_{y}\frac{dy^{'}}{dt}=a x^{'}-y^{'} \\ \end{cases} \]
In this equation:
\[ a=\frac{\partial}{\partial x}(\alpha\frac{1}{1+R/R_{0}})|_{x=x^{*}}=\frac{\partial}{\partial x}(\alpha\frac{1}{{1+(x/x_{0})}^n})|_{x=x^{*}} \]
According to the steady state theory of ordinary differential equations, the equilibrium point is stable if the eigenvalues of the coefficient matrix of equation (5) contain negative real parts, we can find the eigenvalues of equation (5)
\[ \lambda_{1,2}=-1\pm\sqrt{\alpha \beta} \]
When \(\alpha \beta \)<1, the equations reach the steady state. Combine the equation with equation(2):
\[ g(x):=a\frac{\beta(1+x^n)}{\rho+x^n}-x=0 \]
When \(\alpha \beta \)<1, \(g(x)^{'}＜0\), thus we can judge the stability of the resulting roots of equation(2).
Modeling of the functional switch.
Modeling the functional switch function of yeast cells after mating. After the yeast cells are mated, the expression of thefunctional gene(RCu) is activated, thereby inhibiting the expression of the gene(Cu), and the expression of the downstream gene(Cr) of the inhibited gene(Cu) is activated. As the process involves many genes, and the regulatory process is complex, so we use Cell Illustrator Online to simulate the process.
We build up the model shown in Figure 1, the establishing process shows here.
Modeling of the expression of Gene(Cu)
The rate of transcription and translation depends on the concentration of DNA and mRNA, but the transcription and translation process does not directly consume DNA and mRNA, so in these two processes use the auxiliary connections. In addition, we establish the self-degradation process of mRNA and Cu protein
Modeling of the expression of Gene(RCu)
We add the substance youdao to our model to simulate the expression of the gene RCu. This has two advantages: youdao's self-degradation process makes the inhibitor gradually self-degraded over time, so you can observe whether the effect of RCu protein on Cu DNA is irreversible; youdao can simulate the Influence of the addition of foreign substance to yeast, thus increasing the scope of using of our model.
The rate of transcription and translation depends on the concentration of RCu DNA and RCu mRNA, but the transcription and translation process does not directly consume DNA and mRNA, so in these two processes use the auxiliary connections. In addition, we establish the self-degradation process of RCu mRNA and RCu protein.
Modeling of the binding of protein(RCu) and DNA(Cu)
The rate of binding depends on the concentration of DNA（Cu） and protein（RCu）, and this process also consumes DNA（Cu） and protein(RCu). After binding, the product will not express the Cu gene and express the Cr gene. THus achieve functional switch.
Modeling of the expression of Gene(Cd)
The process is similar to the process of the expression of gene(Cu).
Simulation results
The simulation results of the model are shown in the figure above, and the concentration of Cu protein in the initial stage of simulation is still increased due to the presence of mRNA. After the reduction of DNA (Cu) and degradation of mRNA (Cu), Cu protein will gradually disappear. Cr protein is very slow in the beginning due to lack of initial DNA (Cr), and then the Cr protein gradually increases due to the accumulation of DNA (Cr), and then the number gradually becomes stable.
Construction of World Copper and Cadmium Pollution Map
This part is not common in modeling, because this part is not a model of our biological system to simulate and predict it behavior. What we do in this part is an assessment of its value and scope of use of our biological systems. In addition, we get a preliminary database of copper and cadmium pollution in the world through the data collection, which is also within the scope of modeling.In this part, we work with teammates who responsible for human practice to carry out the main work of data collection and map processing. Because different countries and regions have different monitoring and treatment methods for copper and cadmium pollution, and many countries and regions even lack of monitoring and treatment methods of copper and cadmium pollution, we spent a lot of time to collect data, even so, we did not collect enough data to conduct detailed data analysis of copper and cadmium pollution worldwide. Nevertheless, our existing work can still lead to some preliminary and regional results for the pollution of copper and cadmium.
Data collection
As the United States for the detection and processing of pollution is more perfect, we first from the United States to start the data collection of data. We find the National Aquatic Resource Surveys in the EPA (United States Environmental Protection Agency) website. There are four national assessments in NARS: National Coastal Condition Assessment (NCCA), National Lakes Assessment (NLA), National Rivers and Streams Assessment (NRSA), National Wetland Condition Assessment (NWCA). Only the NWCA have the data of copper and cadmium, so we use it as one of data sources of our maps. The methods and standards used in NWCA are shown in EPA websites.
The methods we used to collect European data is similar to that of the United States. We use the FOREGS-EuroGeoSurveys Geochemical Baseline Database as one of data sources of our maps. The methods and standards used in NWCA are shown in EPA websites.
The data collection process of China is more difficult than that of Europe and the USA, although China also has a comprehensive monitoring and treatment system for copper and cadmium pollution, these data have not published in detail, so we cannot get these authoritative national census data.
So we turn to other sources to collect data of China. The team of Jianchao Li from Shaanxi Normal University retrieved 2450 papers on six kinds of heavy metal pollution (Cd, Pb, Zn, Zn, Cu, Cu, Cr) in China's soil for nearly ten years. After finishing the analysis, the data of 850 papers is plotted the distribution of heavy metal pollution, and provided a detailed distribution of the key pollution areas. The work was published in June 2016 at Bulletin of Environmental Contamination and Toxicology.
Duan Q., Lee J., Liu Y., Chen H., Hu H., (2016) Distribution of Heavy Metal Pollution in Surface Soil Samples in China: A Graphical Review. Bull Environ Contam Toxicol. Jun 24.
For the data of other regions, we did not find similar data sources, so we refer to the practice of the Jiaochao Li team, through the web of science core collection on the literature in recent years, we retrieve 309 sets of data, although these data is not enough Detailed global analysis, we draw some preliminary conclusions.
Map Drawing
We stored data we collected as .mat file in MATLAB, and then we use the worldmap and our map drawing command to draw our World Copper and Cadmium Pollution Map.
Analysis of World Copper and Cadmium Pollution Map
This part is shown in website of human practice
Construction of Adsorption Model
Overview
In our experiment we use engineered yeast cells to absorb and enrich heavy metals such as cooper and cadmium. At first heavy metal ions diffuse into the cell surface from the liquid phase body, and then heavy metal ions are combined with those heavy metal-treated proteins inside the yeast cells.
Summary
Treating heavy metal pollution by means of biosorption is a complicated process. First, it is very meaningful to study the growth of yeast in heavy metal ions solution. Considering that the toxic effects of heavy metal ions on yeast can’t be ignored, we use the matrix inhibition growth model to simulate the growth kinetics of yeast in heavy metal ions solution. Next, we decide to study the process of biological adsorption from the thermodynamic and kinetic point of view. In terms of thermodynamics, we use the basic thermodynamic function to explain the adsorption process, and the conclusions can guide the further optimization of the biosorption. In addition, different static adsorption models are used to simulate the adsorption process, and the conclusions are able to explain the mechanism of the part of the biosorption process. Then we discuss the change of heavy metal ions with time in the process of biosorption from the point of view of dynamics, and compare with the actual measured data.
Yeast growth model
Heavy metal ions inhibits the growth of yeast. In order to describe the kinetics of cell growth accurately，these crucial factors should be taken into account。Unlike the traditional Monod equation, Andrew equation takes the presence of matrix anticompetitive inhibition into consideration.
\[\mu = {\mu _{\max }}\frac{S}{{{K_s} + S + \frac{{{S^2}}}{{{{\rm{K}}_{l,s}}}}}}\]
\(\mu \)—— Specific growth rate，\({{\rm{s}}^{ - 1}}\);
\({\mu _{\max }}\)—— Maximum specific growth rate，\({{\rm{s}}^{ - 1}}\);
S ——The concentration of limiting substrate，\(g/L\);
\({K_s}\)——Saturation constants, its value is equal to the concentration of limiting substrate when the specific growth rate is exactly half the maximum specific growth rate，\(g/L\).
Fig.1 Comparison between Andrew equation and Monod equation
Taking the presence of matrix inhibition into consideration, when the concentration of heavy metal ions is low, the cell growth rate increases with the increase of heavy metal ions concentration and could reach the maximum value. When the heavy metal concentration continues to increase, the cell growth rate decreases. But when there is no matrix inhibition (Monod equation), the cell growth rate increases with the concentration of the matrix until it approaches the maximum value \({\mu _{\max }}\)
Thermodynamics of Adsorption of Heavy Metals
In order to study the ability of yeast to treat the pollution of heavy metal, we quantify the process of biosorption from a thermodynamic point of view. Therefore the conception of separation constant Kc is introduced to measure the equilibrium concentration ratio of intracellular and liquid heavy metal ions.
\[{K_c} = \frac{{{C_i}}}{{{C_l}}}\]
\({K_c}\): equilibrium concentration;
\({{C_i}}\)：the concentration of intracellular heavy metal ions，mol/L ;
\({{C_l}}\):the concentration of liquid heavy metal ions，mol/L ;
According to the definition of Gibbs free energy:
\[\Delta G = \Delta H - T\Delta S\]
\(\Delta H\):Enthalpy change of biosorption process，kJ/mol;
\(\Delta S\):Entropy change of biosorption process，kJ/（mol·s）;
\(\Delta G\):Gibbs free energy change in biosorption process，kJ/mol.
According to the Fantherhoff isothermal equation：
\[\ln {K_c} = - (\frac{{\Delta H}}{R})(\frac{1}{T}) + \frac{{\Delta S}}{R}\]
By setting different concerntation gradient for absorption experiments，the data of 1/T and lnKc can be obtained, and the value of H and S can be obtained by linear regression.
Fig.2 Linear regression of data 1/T and lnKc
If \(\Delta H\) > 0，the absorption process can be judged as an endothermic process，vice versa. Besides, the size of the enthalpy variable value can also be used to distinguish between physical adsorption and chemical adsorption. (\Delta S\)>0 indicates that the molecular disorder increases during this adsorption process, and vice versa. (\Delta G\) <0 means that the adsorption process can be carried out spontaneously.
Model of Adsorption process
Static adsorption
Define the equilibrium adsorption capacity of yeast for heavy metal ions q
\[q = \frac{{({c_0} - c){V_L}}}{{wk}}\]
\({{c_0}}\) ：Initial concentration of copper ions in solution, mg/L;
c : Equilibrium concentration of copper ions in solution, mg/L ;
\({{V_L}}\) : Solution volume, L;
w : Yeast quality at equilibrium, g ;
k : The volume of 1g yeast at equilibrium, L/g.
In order to study the adsorption process of yeast on heavy metal ions, we used Freundich and Langmuir isothermal adsorption equation to fit the adsorption process of yeast on copper ions.
Freundich adsorption equation:
\[{q_e} = k{C_e}^{1/n}\]
Take the logarithm: on both side of equation：
\[\ln {q_e} = \frac{1}{{n\ln {C_e}}} + \ln k\]
Langmuir absorption equation:
\[{q_e} = \frac{{a{q_m}}}{{1 + a{C_e}}}\]
Transform this equation：
\[\frac{{{C_e}}}{{{q_e}}} = \frac{{{C_e}}}{{{q_m}}} + \frac{1}{{a{q_m}}}\]
\({{q_e}}\): Equilibrium adsorption capacity, g / L;
\({{C_e}}\): Equilibrium concentration, mg / L;
k、n、a : Constant;
\({{q_m}}\): Maximum saturated adsorption capacity, g / L.
Use Freundich and Langmuir isothermal adsorption process to match the adsorption process of yeast on copper ions
Fig. 3 The adsorption isotherm of Freundlich
Fig. 4 The adsorption isotherm of Langmuir
Since the biosorption process is not a physical adsorption process. Freundlich pays attention to the effects of chemical reactions on the adsorption process, so Freundlich is more suitable for describing the process of bio-adsorbing copper. However, under the condition of low concentration of metal ions, the diffusion rate of ions in the surface of the cell membrane is the speed control step. The Langmuir model is also suitable for describing the process of bio-adsorbing copper because the Langmuir model takes the effect of surface diffusion on adsorption into consideration.
The Scatchard curve can be used to describe the biosorption equilibrium process. This model was originally used to describe the interaction between proteins and small molecules and ions. The equilibrium constant for the interaction of organic matter with the cell surface adsorption point can be expressed by K, and its expression is as follows:
\[K = \frac{{[MX]}}{{[M][X]}}\]
\[M + XMX\]
M: Heavy metal ions;
X: Number of cell adsorption sites;
MX: Adsorption of heavy metal adsorption particles.
Scatchard curve is
\[\frac{{[MX]}}{{{M_e}}} = K({X_0} - [MX])\]
Biomass adsorption kinetics
The biosorption process can be divided into two stages. The first stage occurs on the cell wall surface, and mainly is the physical adsorption and ion exchange process which is going very fast. The second stage, also known as active adsorption, mainly is chemical adsorption, and metal ions at this stage can be transported through the active into the cell. This stage consumes the energy generated by cell metabolism, which was carried out very slowly.
Puranik and Paknikar describe the adsorption kinetics quantitatively in mathematical models. This mathematical model is based on the following two assumptions:
1.During the adsorption process, the concentration of organic matter changed significantly;
2.Ignore the adsorption process occurred in the desorption, that is, adsorption is irreversible.
Puranik and Paknikar On the basis of the above assumptions, the residual concentration is considered to have the following relationship with the adsorption time:
\[\frac{{dc}}{{dt}} = - {K_t}{c_t}[1 - \theta (t)]\]
\({{c_i}}\): The initial concentration; \({c_t}\), : The remaining concentration at time t; \({{c_{eq}}}\) : Balance concentration; \({K_t}\) : Rate constant.
According to the expression of θ (t), the physical meaning of 1 - θ (t) is that the remaining adsorption sites account for the percentage of total adsorption active sites at time t.
Integral：
\[\ln \frac{{{c_t}}}{{{c_t} - {c_{eq}}}} = \ln \frac{{{c_i}}}{{{c_i} - {c_{eq}}}} + \frac{{{c_t}}}{{{c_t} - {c_{eq}}}}{K_t}t\]
According to the above formula, drawing the curve with the t, rate constant can be obtained from the slope.
In the adsorption column, the adsorption capacity and the adsorption rate constant of the immobilized biosorption particles can be calculated by the kinetic model. Thomas dynamics model is:
\[\frac{{{c_e}}}{{{c_0}}} = \frac{1}{{1 + \exp [\frac{K}{Q}({q_0}M - {c_0}V)]}}\]
\({{c_e}}\): effluent concentration;
\({{c_0}}\): influent concentration;
K: Thomas rate constant;
\({{q_0}}\): maximum adsorption capacity;
M: the quality of the biosorption particles;
V: reactor volume;
Q: flow rate.
The constant K and q0 values obtained from the operating data of the adsorption column can be used to design large scale adsorbent beds.
