双作用排水系统水调节过程的数学建模

M. Romashchenko, Vsevolod Bohaienko
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引用次数: 0

摘要

要解决乌克兰波利西亚地区水调节区域不断增加的问题,就需要调查和发展新的、更有效的方法,以便在根据旨在确保系统运行期间的水调节的要求制定排水系统重建项目时确定排水系统的结构参数。本文利用数学建模工具确定了双作用排水系统的结构参数和运行管理参数,研究了提高双作用排水系统调水效率的问题。所提出的方法是基于以水头表示的理查兹方程的使用。作为情景模拟的工具,提出了双作用系统水分传递模拟的初边值问题,并给出了其数值解的有限差分格式。我们考虑的问题是确定排水装置的深度和它们之间的距离,在这个距离上,系统不仅提供土壤表层的排水,而且在生长季节以最小的灌溉需求维持其在给定范围内的水分供应水平。给出了求解该问题的算法。它的基础是用二分法构造系统参数的容许值集,然后求目标函数在此集上的最小值。在实施地下供水技术经济上不可行的情况下,考虑了在排水系统的基础上补充灌溉系统的可能性。在这种情况下,建造排水系统和附加灌溉系统的成本是系统参数最优性的标准。此外,我们还考虑了水调节的操作管理问题,即,在给定水分初始分布的情况下,确定最佳控制影响,以确保在给定时间段内可接受的水分可用性水平。提出了用遗传算法求解这一最小化问题。本文介绍了Panfyly研究站(乌克兰,基辅地区)在排干泥炭土条件下双作用系统的运行模型及其参数优化的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MATHEMATICAL MODELLING OF WATER REGULATION PROCESSES ON DUAL-ACTION DRAINAGE SYSTEMS
The solution of the problem of increasing water regulation areas in the Polissia zone of Ukraine requires investigation and development of new, more effective methods for determining structural parameters of drainage systems when developing projects for their reconstruction in accordance with the requirements aimed at ensuring water regulation during systems’ operation. The paper considers the problem of improving the efficiency of water regulation on dual-action drainage systems by using mathematical modelling tools to determine the structural parameters of the systems and the parameters of their operational management. The proposed means are based on the use of Richards equation stated in terms of water head. As a tool for scenario modelling, an initial-boundary value problem of modelling moisture transfer on dual-action systems is formulated and a finite-difference scheme for obtaining its numerical solution is given. We consider the problem of determining the depth of drains installation and the distance between them at which the system provides not only the drainage of soil’s surface layer, but also the maintenance of its moisture supply level in a given range with a minimum need for irrigation during the growing season. The algorithm for solving such a problem is presented. It is based on the construction of a set of admissible values of system’s parameters using, in particular, the bisection method, followed by the minimization of an objective function on this set. Under the conditions when the implementation of underground water supply technology is economically impractical, the possibility of supplementing the drainage system with an irrigation system is considered. In this case, the cost of building a drainage system and an additional irrigation system is a criterion for the optimality of system’s parameters. Additionally, we consider the problem of operational management of water regulation, i.e., the determination, given the initial distribution of moisture, of the optimal control influences necessary to ensure an acceptable level of moisture availability during a given period of time. This minimization problem is proposed to be solved by a genetic algorithm. The results of modelling the operation of a dual-action system and the optimization of its parameters under the conditions of drained peat soils of the Panfyly Research Station (Ukraine, Kyiv region) are presented.
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