Substantiation of optimal parameters of horizontal systematic drainage in modern water management and climatic conditions in the south of Ukraine

O. Babitska, O. Kharlamov, D. Savchuk, I. Kotykovych, G. Voropay
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Abstract

Changes in the conditions of natural water supply and unsatisfactory technical conditions of horizontal systematic drainage systems have led to their inability to perform the necessary functions in full. In this regard, the issues of determining the optimal parameters of the collector-drainage network (distances between drains, their specific length, and diameters) become relevant. The research work is based on the results of field research on the effectiveness of drainage in the southern region of Ukraine, which includes Ingulets, Kakhovka, North Rogachytsia, Tatarbunary irrigation systems, and the irrigation zone of the North Crimean Canal. Based on the research, a method for determining the optimal parameters of systematic horizontal drainage has been developed and proposed, which takes into account modern precipitation rates, irrigation methods, and irrigation rates for crops.  Optimization of drainage parameters is to determine such parameters, having which the capital investment in construction would be minimal while ensuring the groundwater level is below critical depths. Based on the research results when calculating the distance between drains, nomograms were made to determine the main parameters of the systems of systematic horizontal drainage of the perfect and imperfect types under different water conditions. The calculations were performed for the soils with filtration coefficients from 0.01 to 30 m/day. Based on the analysis of nomograms, it was found that the main factors influencing the distance between drains for horizontal drainage systems are filtration coefficient, drainage rate, and distance to impermeable rocks. Nomograms enable to quickly perform calculations of the main parameters of systematic horizontal drainage systems, taking into account modern conditions of water supply and to specify the estimated cost of system construction.
在乌克兰南部现代水管理和气候条件下水平系统排水的最佳参数的证实
自然供水条件的变化和水平系统排水系统技术条件的不理想,导致其无法充分发挥必要的功能。在这方面,确定集热器-排水网络的最佳参数(排水管之间的距离,它们的特定长度和直径)的问题变得相关。这项研究工作是根据对乌克兰南部地区排水效果的实地研究结果进行的,该地区包括Ingulets、Kakhovka、North Rogachytsia、Tatarbunary灌溉系统和North Crimean Canal灌溉区。在此基础上,提出了一种综合考虑现代降水率、灌溉方式和作物灌溉率的系统水平排水最佳参数确定方法。排水参数优化就是要确定好这些参数,在保证地下水位低于临界深度的情况下,使施工资金投入最小。在研究结果的基础上,在计算排水渠间距时,绘制了形态图,确定了不同水条件下完善型和不完善型系统水平排水系统的主要参数。对过滤系数为0.01 ~ 30 m/day的土壤进行了计算。通过模态图分析,发现影响水平排水系统排水管间距的主要因素是过滤系数、排水速率和与不透水岩石的距离。nomogram能够快速计算系统水平排水系统的主要参数,同时考虑到现代供水条件,并指定系统建设的估计成本。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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