Assessing Artificial Recharge on Groundwater Quantity Using Wells Recharge

Waqed H. Hassan, Zainab N. Ghazi
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Abstract

In arid and semi-arid countries like Iraq, which suffer from water scarcity due to the effects of climate change and decreased surface water flow, groundwater is considered a vital source of irrigation water. This study is concerned with the influence of artificial recharge on the rehabilitation of the unconfined aquifer called Al-Dibdibba, located between the cities of Najaf and Kerbala in central Iraq around 31°550′ N and 32°450′ N and 43°300′ E and 44°300′ E. Due to excessive groundwater pumping rates for irrigation, this aquifer has suffered from groundwater decline and increased salinization during the previous 20 years. By establishing a conceptual model in the groundwater modeling system software (GMS), a numerical model was made to simulate groundwater flow. Artificial recharge using recycled water (tertiary treatment) from Kerbala's primary WWTP was carried out using 25 injection wells. The model was calibrated against historical and observed water level data for periods from 2016 to 2017. Three scenarios to predict how the aquifer would act with artificial recharge of 5%, 8%, and 10% from the total daily outflow of the WWTP in Kerbala (100000 m3/day) were studied. The calibration model met the observed values of groundwater levels with R2 = 0.989 for steady-state simulations and R2 = 0.987 for transient simulations. In the final analysis of the simulation, the results show that the maximum predicted groundwater level was raised by the injection of treated water through 25 wells by 1.05 m for 5000 m3/day, 2 m for 8000 m3/day, and 3 m for 10,000 m3/day recharge pumping rates. In addition, if water were pumped into the aquifer, it might support the development of agricultural lands covering more than 93 km2. So, artificial recharge can be considered one of the important solutions to adaptation to the effects of climate change and desertification in Iraq. Doi: 10.28991/CEJ-2023-09-09-010 Full Text: PDF
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利用水井回灌评价地下水人工回灌量
在像伊拉克这样的干旱和半干旱国家,由于气候变化的影响和地表水流量减少而遭受水资源短缺,地下水被认为是灌溉用水的重要来源。本研究涉及人工补给对Al-Dibdibba无承压含水层恢复的影响。Al-Dibdibba位于伊拉克中部纳贾夫市和克尔巴拉市之间,约北纬31°550′和32°450′、东经43°300′和东经44°300′。由于用于灌溉的地下水抽水率过高,该含水层在过去20年中遭受地下水下降和盐碱化加剧的影响。通过在地下水模拟系统软件(GMS)中建立概念模型,建立模拟地下水流动的数值模型。利用来自Kerbala初级污水处理厂的循环水(三级处理)进行人工回灌,使用了25口注入井。该模型是根据2016年至2017年的历史和观测水位数据进行校准的。研究了三种情景,以预测在克尔巴拉污水处理厂日总流出量(100000 m3/d)的5%、8%和10%进行人工补给时含水层的行为。标定模型与地下水位观测值吻合,稳态模拟R2 = 0.989,瞬态模拟R2 = 0.987。最后对模拟结果进行了分析,结果表明:当补给抽水速率为5000 m3/d时,通过25口井注入处理后的水,最大预测地下水位提高了1.05 m,当补给抽水速率为8000 m3/d时,最大预测地下水位提高了2 m,当补给抽水速率为10000 m3/d时,最大预测地下水位提高了3 m。此外,如果将水抽入含水层,它可能支持超过93平方公里的农业用地的发展。因此,人工补给可以被认为是伊拉克适应气候变化和荒漠化影响的重要解决方案之一。Doi: 10.28991/CEJ-2023-09-09-010全文:PDF
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