Assessing Groundwater Dynamics in the Kabul Basin: Implications for Sustainable Management
سال انتشار: 1403
نوع سند: مقاله ژورنالی
زبان: فارسی
مشاهده: 235
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شناسه ملی سند علمی:
JR_JDCR-2-4_001
تاریخ نمایه سازی: 17 فروردین 1404
چکیده مقاله:
Groundwater, particularly from aquifers in Afghanistan's arid and semi-arid eastern basin, has long served as a primary water source for industry, agriculture, and domestic use. However, recent decades have witnessed a troubling trend of over-extraction driven by population growth and recurrent droughts, compounded by insufficient planning. Effective groundwater management, focusing on con-trolled extraction that aligns with aquifer capacity, is essential for long-term sustainability. This study employs Arc GIS software to assess quantitative and qualitative shifts in groundwater dynamics within the Kabul Basin. Data from ۵۴ wells, monitored at various intervals from ۲۰۰۵ to ۲۰۲۰, were meticu-lously analyzed, incorporating geological, climatic, and hydrological parameters. The findings reveal significant fluctuations in groundwater levels, with an average decline of ۱۶.۵ meters over the ۱۳-year study period. The groundwater level decreased by ۱۲ meters in some parts of the Kabul aquifers, at a rate of ۸۰ centimeters per year. Alterations in flow distribution patterns were observed, particularly in the Paghman-Darulaman and central Kabul aquifers. Water quality parameters also changed, with ۸۲% of samples collected in November ۲۰۲۰ showing electrical conductivity values greater than ۱,۰۰۰ μS/cm, compared to ۷۳% in ۲۰۰۴, indicating increasing salinity. The total groundwater storage loss in the Kabul aquifer during the study period was estimated at ۳۵۸ million cubic meters. Groundwater consumption in ۲۰۲۰ was approximately ۲۷۷ million cubic meters, twice the natural recharge rate. Fu-ture projections indicate an accelerated depletion of groundwater reserves, especially in densely popu-lated urban regions like Kabul, necessitating immediate intervention to avert impending water scarcity crises.
کلیدواژه ها:
نویسندگان
Nematullah Hasani
Department of Civil Engineering, Water and Hydraulic Structures, Mashhad Branch, Islamic Azad University, Mashhad, Iran
Farhad Hajian
Department of Civil Engineering, Neyshabur Branch, Islamic Azad University, Neyshabur, Iran.
Abbas Ali Ghezelsofloo
, Department of Civil Engineering, Mashhad Branch, Islamic Azad University, Mashhad, Iran
Ali Haji Elyasi
Department of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran
Mobin Eftekhari
, Department of Water Engineering, University of Birjand, Birjand, Iran