保护哈尔松州Oleshky区的Nova Mayachka村免受水的有害影响

M. Romashchenko, D. Savchuk, Александр Михайлович Шевченко, O. Babitska, M. Ryabtsev, O. Kharlamov, I. Kotykovych
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引用次数: 2

摘要

时事性。在现代管理的条件下,保护领土免受水的有害影响的问题变得特别紧迫。仅在乌克兰南部地区,就有290多万公顷土地和2 135个定居点受到洪水和洪水不足的影响。解决保护无排水领土不受水的有害影响问题的复杂性的一个说明性例子是哈尔松州奥列什霍夫县的Nova Mayachka村,该村位于一个大型洼地内,受到Kakhovske水库、北克里米亚运河、灌溉系统和气候波动的影响。这项工作的目的是证实一套措施,以保护科尔松州奥列什基县新马亚奇卡村的领土免受水的有害影响。研究的主要任务是明确村庄洪水和欠洪水发展的因素,确定GWL机制,并制定一套保护措施。研究方法和研究对象。这项研究是在位于村庄内的研究和生产现场进行的。作为研究的一部分,研究人员分析了自然和水管理条件,评估了该领土的水文地质和填海条件,以及排水系统的运作效率。研究结果及主要结论。在此基础上,明确了Nova Mayachka村发生洪水的原因、GWL深度和波动动态规律以及不同排水方式的效率。研究发现,在竖井运行稳定的情况下,垂直排水保证了该村地下水水位加权平均深度为2.9-3.1 m,而在排水作业开始前或其功能不充分的情况下为1.6 m。但随着时间的推移,由于工作的不足和降雨的增加和灌溉面积的扩大,土地上的水负荷增加,村庄现有的保护系统无法提供必要的地下水降低。地下水位上升至0-2 m,在排水背景下的湿润期,观测到无排水区域的洪水。最近,村里的地下水位有上升到临界深度以上的趋势。排水设施的设计特点使其无法消除地表水的淹水。为了保护Nova Mayachka村免受洪水和地下洪水的影响,提出了一系列措施,其中包括安装一个联合排水系统,将自由流动的水清除或将村庄外的排水径流泵入北克里米亚运河或第聂伯河。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Protection of Nova Mayachka village of Oleshky district in Kherson region against the harmful effects of water
Topicality. In the conditions of modern management the issue of territory protection against the harmful effects of water acquires special urgency. In the southern region of Ukraine alone, more than 2.9 million hectares of land and 2,135 settlements are affected by flooding and underflooding. An illustrative example of the complexity of solving the problem of protection of drainless territory against the harmful effects of water is the village of Nova Mayachka of Oleshkv district in Kherson region, which is located within a large depression morphostructure and is affected by the Kakhovske reservoir, North Crimean Canal, irrigation systems and climate fluctuations. Purpose of the work is to substantiate a set of measures to protect the territory of Nova Mayachka village of Oleshky district in Kherson region against the harmful effects of water. The main task of the research is to specify the factors of flooding and underflooding developing in the village, to determine the mechanism of GWL regime and to develop a set of protective measures. Methods and the objects of the research. The research was carried out at the research and production site, which is located within the village. As part of the research, an analysis of natural and water management conditions, assessment of the hydrogeological and reclamation condition of the territory as well as the efficiency of drainage systems operation were performed. Research results and main conclusions. Based on the research results, the reasons of flooding, patterns of GWL depths and fluctuation dynamics and the efficiency of different types of drainage in the village of Nova Mayachka were specified. It was found out that in the conditions of stable operation of wells vertical drainage ensured the weighted average depth of groundwater level in the village of 2.9-3.1 m against 1.6 m before the start of drainage operation or in conditions of its insufficient functioning. But over time, the existing protection system of the village failed to provide the necessary groundwater lowering due to the deficiency of its work and the increase in water load on the territory due to increasing rainfall and enlarging irrigation areas. Groundwater levels rose to 0-2 m, and in wet periods against the background of drainage the flooding of drainless territory was observed. Recently, groundwater levels in the village have tended to a rise above critical depths. The drainage facilities by its design features fail to eliminate surface water flooding. To protect the village of Nova Mayachka from flooding and underflooding, a set of measures is proposed, which provides for the installation of a combined drainage system with free-flowing water removal or pumping of drainage runoff outside the village into the North Crimean Canal or the Dnieper River.
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