乌克兰干草原地带无排水和微排水灌地水平排水径流形成的水动力模型

V. Morozov, O. Morozov, Y. Kozlenko
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The objective of the research is to develop a generalized hydrodynamic model of formation of closed horizontal drainage runoff when irrigating from a closed farm network on drainless and slightly drained lands, which are typical for the watershed plains and coastal lowlands of the dry steppe zone of Ukraine. The task of the research to determine the basic conditions and factors of formation of  horizontal drainage runoff, to specify the structure of groundwater inflow to the drains when having optimal drain spacing in the closed farm network and to define the prospects and areas of further research. 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引用次数: 0

摘要

本文介绍了研究结果,为建立乌克兰干草原区无排水和微排水灌地封闭水平排水径流形成的水动力模型奠定了基础。在设计水平排水系统、确定排水间距、操作模式以及在使用封闭农场网络的现代洒水装置进行灌溉时评估排水效率时,研究的相关性是他们所需要的。这项研究的目的是开发一个广义的水动力学模型,当从一个封闭的农场网络在无排水和轻度排水的土地上灌溉时,形成封闭的水平排水径流,这是典型的分水岭平原和乌克兰干草原带的沿海低地。研究的任务是确定水平排水径流形成的基本条件和因素,明确在封闭农田网络中具有最佳排水间距时地下水流入排水沟的结构,并确定进一步研究的前景和领域。研究方法与技术:在典型水文地质条件下,对流域和沿海低地不同排水间距的排水区进行长期(1975-2020)野外试验;水平衡研究;理论研究方法(分析综合、比较、概括、分区);采用EGDA 9/60实验室积分器,采用电-水动力类比法确定地下水流入排水口的结构。研究结果确定,在封闭水场网络的条件下,可以将排水间距从120-220米增加到240-400米。在研究无排水和轻度排水的流域平原和沿海低地的所有条件时,形成地下水和排水径流的主要来源是降水420毫米或55.0%的水输入,灌溉水340毫米或45.0%,其中266毫米或35.0%来自灌溉,75毫米或10.0%来自渠道过滤。径流形成水动力模型分析表明,当排水口间距为240 ~ 400 m时,排水口底部以上区域的流入占排水口流入总量的2.6 ~ 4.8%。排水孔底部下方的上升流以平均600角进入,在各种排水孔间距中,上升流占总流入量的95.2-97.2%。当排水间距从240 m增加到300 ~ 400 m时,排水底部以下区域的水平流入减少,排水底部上升流量相应增加。地下水活跃区边缘(排水口以下9.0 ~ 10.0 m)升流至排水口的平均宽度为13.0 ~ 20.0 m。所建立的模型是对现有水平排水设计理论和方法知识库的补充,对建立专家系统进行前瞻性研究是必要的,该专家系统可用于在封闭农田网络中应用现代广播喷灌设备进行灌溉时优化排灌功能的参数和模式。
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Hydrodynamic model of the formation of horizontal drainage runoff on drainless and slightly drained irrigated lands in the dry steppe zone of Ukraine
The article presents the results of the research, which are the basis of making a hydrodynamic model of the formation of drainage runoff of closed horizontal drainage on drainless and slightly drained irrigated lands in the dry steppe zone of Ukraine. The relevance of the research is in their need when designing the systems of horizontal drainage, determining drain spacing, modes of operation and the evaluation of drainage efficiency during its operation when irrigating with the use of modern sprinklers from a closed farm network. The objective of the research is to develop a generalized hydrodynamic model of formation of closed horizontal drainage runoff when irrigating from a closed farm network on drainless and slightly drained lands, which are typical for the watershed plains and coastal lowlands of the dry steppe zone of Ukraine. The task of the research to determine the basic conditions and factors of formation of  horizontal drainage runoff, to specify the structure of groundwater inflow to the drains when having optimal drain spacing in the closed farm network and to define the prospects and areas of further research. Research methods and techniques: long-term (1975-2020) field experiments on drained areas with different drain spacing in typical hydrogeological conditions for watersheds and coastal lowlands; water balance studies; theoretical research methods (analysis and synthesis, comparison, generalization, zoning); to determine the structure of groundwater inflow to the drains, the method of electrohydrodynamic analogies when using the laboratory integrator EGDA 9/60 was applied. As a result of the research it was determined that in the conditions of a closed water farm network it is possible to increase drain spacing from 120-220 m to 240-400 m. When studying all the conditions of drainless and slightly drained watershed plains and coastal lowlands, the main sources forming the regime of groundwater and drainage runoff are the precipitation of 420 mm or 55.0% of water input, irrigation water - 340 mm or 45.0%, including 266 mm or 35,0% from irrigation and 75 mm or 10,0% from filtration from the canals. The analysis of the hydrodynamic model of drainage runoff formation shows that when having drain spacing as 240-400 m, the inflow from the zone located above the bottom of the drain is 2.6-4.8% of the total inflow to the drain. The ascending flow under the bottom of the drain enters it at an average angle of 600 and in all variants of drain spacing is 95.2-97.2% of the total inflow. When drain spacing increases from 240 to 300-400 m, the horizontal inflow from the area located below the bottom of the drain decreases with a corresponding increase in the ascending flow under the bottom of the drain. The average width of the ascending flow to the drain at the edge of the active zone of groundwater (9.0-10.0 m below the drain) is 13.0-20.0 m. The resulting model complements the existing theoretical and methodological knowledge base for designing horizontal drainage and is necessary in perspective researches on the formation of expert systems for optimization of the parameters and modes of irrigation and drainage functioning when applying modern broadcast sprinkler equipment irrigating from the closed farm network.
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