Development of the mathematical model of the kinetics of the stationary process of bio-cleaning with substratic inhibition

Ganna Bakharieva, Serhii Petrov, T. Falalieieva
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Abstract

A scientifically sound method for calculating the parameters of bio-cleaning should contain as a basic a reliable mathematical description of the stationary process. The results of stationary laboratory experiments are presented in the coordinates “specific rate of destruction V – concentration ρ”. Statistical processing proves the presence of substrate inhibition for both gaseous and soluble and dissolved harmful substances in water. For an analytical description of the dependence of the biooxidation rate on the concentration of contaminants, a phenomenological approach is applied, taking into account in a simple form two obvious phenomena: the contact of a microorganism with a substrate molecule and the inhibitory effect of the medium on it. The numerical values of empirical dependency coefficients for the studied processes are calculated. A differential equation is proposed at the macro level that describes the kinetics of biochemical destruction. The concept of a macrokinetic mathematical model of bioremediation is defined as a system of two functions that quantitatively reflect the dependence of the specific oxidation rate of pollution on its concentration and concentration on time, as well as satisfying the relationship between the relationships of the same parameters in differential form. The dependence of concentration on time is defined both in the form of a numerical integration algorithm and in the form of an approximate formula. The adequacy and universality of the proposed model for the studied processes is proved. The advantage of the proposed model of substrate inhibition kinetics is the simplicity of the structure of the basic formula and the ease of determining empirical coefficients based on this. In addition to numerical integration for determining the time of destruction, an approximate analytical solution is found, which can be adequately used in the concentration range of the experimental study. Further research is aimed at developing methods for calculating non-stationary processes in biochemical purification plants of certain specific types
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建立了具有底物抑制作用的生物净化固定过程动力学数学模型
一种科学合理的计算生物清洗参数的方法应该包含一个稳定过程的可靠的数学描述。固定实验室实验的结果用“比破坏率V -浓度ρ”坐标表示。统计处理证明底物对水中气态和可溶性有害物质均有抑制作用。为了分析描述生物氧化速率对污染物浓度的依赖性,采用了现象学方法,以简单的形式考虑了两个明显的现象:微生物与底物分子的接触和介质对其的抑制作用。计算了所研究过程的经验相关系数的数值。在宏观水平上提出了描述生化破坏动力学的微分方程。生物修复宏观动力学数学模型的概念定义为定量反映污染比氧化率对其浓度的依赖关系和浓度对时间的依赖关系,并以微分形式满足相同参数之间的关系的两个函数系统。浓度对时间的依赖关系以数值积分算法和近似公式的形式定义。证明了所提模型对所研究过程的充分性和通用性。所提出的底物抑制动力学模型的优点是基本公式的结构简单,并易于在此基础上确定经验系数。除数值积分法确定破坏时间外,还得到了近似解析解,可充分用于实验研究的浓度范围。进一步的研究旨在开发计算某些特定类型生化净化装置中非平稳过程的方法
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