埃塞俄比亚上博尔凯纳流域 Kombolcha 镇地下水建模和可持续利用地下水资源的安全抽水量估算

Water Supply Pub Date : 2024-07-09 DOI:10.2166/ws.2024.159
Wasihun Deribe Tsegawu, Gurmu Deressa Katebu, Shawl Abebe Desta, Getnet Solomon Temtime, Bezawit Tesfaye Ejigu, Anteneh Yayeh Adamu, Ayalke Belete Amsie
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引用次数: 0

摘要

由于人口增长,地下水的抽取率不断上升。要实现可持续利用,就必须平衡抽水量和天然补给量。使用地下水模型 ModelMuse 确定了地下水的安全抽水量。为确定安全抽水量,收集了 39 个钻孔数据点,并根据稳态抽水条件下 50 年 4、8 和 12 小时的抽水情况进行了调整。除水平衡方法外,还使用四种经验方法计算了研究区域的补给率。在四种经验方法中,水平衡技术对地下水补给量的估算最为准确,估计平均补给率为每年 176.75 毫米。ModelMuse 模型的水平衡报告表明,在 4 小时和 8 小时抽水率情况下,所有钻孔同时抽水都有正储量,但在 2039-2065 年压力期的 12 小时抽水情况下,储量将大幅减少,流入量和流出量之和将变为负值,表明抽水率大于补给率。因此,根据计算,在 8 小时抽水量情况下,Borkena 地下水的安全抽水量为 975 升/秒。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Groundwater modeling and estimation of the safe pumping rate for the sustainable use of groundwater resources in Kombolcha town, upper Borkena watershed, Ethiopia
The rate of groundwater extraction is increasing due to population growth. Balancing pumping rates with natural recharge is necessary for sustainable use. The safe groundwater pumping rate was determined using the groundwater model ModelMuse. To determine the safe pumping rate, 39 borehole data points were gathered and adjusted for 4, 8, and 12 h of pumping scenarios for 50 years in a steady-state pumping condition. The recharge rates in the study area were calculated using four empirical approaches in addition to the water balance method. Of the four empirical methods, the water balance technique provided the most accurate estimates of groundwater recharge, with an estimated average recharge rate of 176.75 mm per year. The ModelMuse model water balance report demonstrated that there was positive storage for all boreholes to be pumped simultaneously under 4- and 8-h pumping rate scenarios, but that there would be a significant drawdown under 12-h pumping from the stress period of 2039–2065, and the summation of inflow and outflow would become negative, indicating that the withdrawal rate is greater than the recharge rate. Thus, the safe pumping rate for Borkena groundwater was calculated to be 975 L/s in 8-h pumping rate scenarios.
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