埃塞俄比亚 Weyib 流域取水量变化情况下的地下水数值模拟

IF 2.1 Q2 ENGINEERING, MULTIDISCIPLINARY
M. Aredo, T. K. Lohani, A. Mohammed
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引用次数: 0

摘要

摘要 地下水是埃塞俄比亚的主要供水来源。由于用水需求不断增加、水资源分布不均以及地下水位的明显变化,研究地区面临着挑战。本研究利用 WetSpass-M 和 MODFLOW-2005 模型,重点研究了现有取水量和未来用水需求情景对 Weyib 流域地下水平衡的影响。使用了输入数据集,如含水层属性、地下水水头观测、水文地质、地下水补给、数字高程模型(DEM)和水文数据。编制数据集是为了更好地表示地下水文,并利用校准稳态地下水数值模型评估其未来需求影响。WetSpass-M 和 MODFLOW-2005 模型分别在现有取水量和估计需求量情况下模拟地下水补给和地下水预算时表现良好。估计的年平均地下水补给量为 177.66 毫米/年。现有地下水取水量为 34,686.39 立方米/天,预计短期和长期需水量分别为 72,113.61 立方米/天和 93,795.57 立方米/天。上游地区的地下水水头和补给量最高,而随着接近韦伊布流域出口,水头和补给量逐渐降低。在流出地下水预算期间,随着河流渗漏和水头边界费用的增加,地下水取水量也随之增加。此外,地下水取水量的增加会降低地下水水头,而未来用水需求情景的估计会对地下水预算产生重大影响,这也会对流域水文和生态系统产生影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical groundwater modelling under changing water abstraction in Weyib watershed, Ethiopia
Abstract Groundwater is the primary source of water supply in Ethiopia. The study area was challenged due to increasing water demand, uneven water resource distribution, and noticeable changes in groundwater levels. The study focused on the examining of existing abstraction and future water demand scenarios on groundwater balance in the Weyib watershed using the WetSpass-M and MODFLOW-2005 models. The input datasets, such as aquifer properties, observed groundwater heads, hydrogeology, groundwater recharge, the Digital Elevation Model (DEM), and hydrological data were used. Datasets were prepared to better represent subsurface hydrology and its future demand effects evaluated using calibrated steady-state numerical groundwater modeling. The WetSpass-M and MODFLOW-2005 models depicted good performances during the simulations of groundwater recharge and groundwater budget under existing abstractions and estimated demand scenarios, respectively. The mean annual groundwater recharge estimated was 177.66 mm/year. The existing groundwater abstraction was 34,686.39, estimated short-term and long-term water demand scenarios were 72,113.61 and 93,795.57 m3/day, respectively. The upstream area has the highest groundwater head and recharge, while decreasing as it approaches the Weyib watershed outlet. During the outflow groundwater budget, the groundwater abstractions increased as expenses of river leakage and head dept. bounds increased. Moreover, the increasing groundwater withdrawal would reduce groundwater heads, and the estimated future water demand scenarios would substantially impact the groundwater budget, which would also have an impact on the watershed hydrology and ecosystem.
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来源期刊
Cogent Engineering
Cogent Engineering ENGINEERING, MULTIDISCIPLINARY-
CiteScore
4.00
自引率
5.30%
发文量
213
审稿时长
13 weeks
期刊介绍: One of the largest, multidisciplinary open access engineering journals of peer-reviewed research, Cogent Engineering, part of the Taylor & Francis Group, covers all areas of engineering and technology, from chemical engineering to computer science, and mechanical to materials engineering. Cogent Engineering encourages interdisciplinary research and also accepts negative results, software article, replication studies and reviews.
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