Icing phenomena for managed aquifer recharge (MAR) and it’s feflow simulation result

Nasanbayar N
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引用次数: 4

Abstract

Ulaanbaatar, the capital of Mongolia, shows a highly dynamic urban and industrial development, with a strong increase of population. Thus, water demand is continuously rising while water availability is in general low and less reliable. The semi-arid and cold environment shows a high variability in precipitation and river discharge, with a general tendency towards decreasing water availability due to increasing air temperatures and thus rising potential evaporation. In parallel with the city’s development, the extended groundwater aquifer shows a clear decline, and the groundwater levels drop significantly. Therefore, a groundwater management system based on managed aquifer recharge is proposed and a strategy to implement these measures in the Tuul valley is presented. In this study considered enhancement of natural recharge rates during the early winter cold period, an increase of groundwater recharge through creating ice storages, due to keep water source as in ice form on surface. In dry season March to May ice storage recharge surface and groundwater by melting where Tuul River is non-flow condition. In this paper also written matlab icing code in water supply wells location, limited and unlimited area. The study of icing was processed in feflow simulation scenarios for artificially recharging groundwater resources.In this study considered feflow simulation scenarios for artificially recharging groundwater resources like enhancement of natural recharge rates during the early winter cold period, an increase of groundwater recharge through creating ice storages, due to keep water source as in ice form on surface, drainage canal recharging aquifer from opposite side, constructing underground dam that accumulates groundwater behind. The result shown that one of the possibilities recharge groundwater in dry season is icing method which creates ice sheets over ice and build ice storages in winter, keep water in ice form.
含水层管理补给的结冰现象及其流量模拟结果
蒙古首都乌兰巴托的城市和工业发展极具活力,人口增长强劲。因此,水的需求在不断增加,而水的可用性普遍较低且不可靠。半干旱和寒冷环境在降水和河流流量方面表现出很高的变异性,由于气温升高和潜在蒸发量增加,总的趋势是可用水量减少。随着城市的发展,延伸的地下水含水层明显下降,地下水位明显下降。因此,提出了一种基于含水层管理补给的地下水管理系统,并提出了在图尔河谷实施这些措施的策略。本研究考虑了在初冬寒冷期自然补给率的增强,通过创造冰库增加地下水补给,因为水以冰的形式保持在地表。枯水期3 - 5月,图卢河断流处的冰库通过融化补给地表和地下水。本文还编写了matlab结冰代码,用于供水井的定位、有限和无限区域。在人工补给地下水资源的流量模拟情景下,对结冰问题进行了研究。本研究考虑了人工补给地下水资源的流量模拟情景,如初冬寒冷期提高自然补给率,通过建立冰库增加地下水补给,因为水源以冰的形式保持在地表,排水渠从对面补给含水层,建造地下坝在背后蓄积地下水。结果表明,在旱季补给地下水的一种可能方法是结冰法,即在冰上形成冰盖,在冬季建立冰库,使水保持冰态。
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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