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Hydrological and economic feasibility of mitigating a stressed coastal aquifer using managed aquifer recharge: a case study of Jamma aquifer, Oman
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作者 Mustafa EL-RAWY Ali AL-MAKTOUMI +2 位作者 Slim ZEKRI Osman ABDALLA Rashid AL-ABRI 《Journal of Arid Land》 SCIE CSCD 2019年第1期148-159,共12页
This study explored the hydrological and economic feasibility of managed aquifer recharge(MAR) using tertiary treated wastewater(TWW) to mitigate salinity in the coastal aquifer of Jamma, Oman. A steady-state groundwa... This study explored the hydrological and economic feasibility of managed aquifer recharge(MAR) using tertiary treated wastewater(TWW) to mitigate salinity in the coastal aquifer of Jamma, Oman. A steady-state groundwater flow and transport model, using MODFLOW software, was developed and calibrated. Different managerial scenarios were simulated and the results reveal that the Jamma aquifer will be further deteriorated in the next 20 a if it remains unmanaged. The groundwater table will decline further by more than 3 m on average; and the iso-concentration salinity line of 1500 mg/L will advance 2.7 km inland, which will severely affect the farming activities in the area. However, MAR using TWW when integrated with the management of groundwater abstraction(e.g., using modern irrigation systems to reduce the abstraction rate) becomes hydrologically feasible to augment the aquifer storage and control seawater intrusion, and hence improves the farming activities. The results indicate that:(1) injecting TWW in the vicinity of irrigation wells(Scenario A2);(2) investing in smart water meters and online control of pumping from the wells to reduce the abstraction rate by 25%(Scenario B); and(3) a combination of both(Scenario B2) are feasible scenarios with positive net present values. Recharge in upstream areas is found not economically feasible because of the very high investment cost of the installation of pipes to transport the TWW over a distance of 12.5 km. Because of securing funds are challenging, Scenario B would be the best option and the second-best option is Scenario A2. Scenario B2 has the lowest net benefit investment ratio and is very attractive because it entails integrated demand and supply management of groundwater. It is required to reduce pumping and to invest in injecting TWW to improve groundwater quality in the vicinity of irrigation wells and to form a hydrological barrier to control seawater intrusion in the long run. 展开更多
关键词 managed AQUIFER RECHARGE treated WASTEWATER salinity line COASTAL AQUIFER Oman
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近十年磨刀门水道咸界运动规律分析 被引量:3
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作者 陈信颖 黄宇铭 包芸 《人民珠江》 2017年第1期51-55,共5页
利用磨刀门水道中多个水文站的观测数据,设计了咸界包络线图,给出0.5‰咸界在磨刀门水道中的运动过程。根据2011—2015年枯季的咸界包络线图和2007—2010年枯季的咸界图,分析近10 a枯季的咸界运动基本特点,得到近10 a磨刀门水道的咸界... 利用磨刀门水道中多个水文站的观测数据,设计了咸界包络线图,给出0.5‰咸界在磨刀门水道中的运动过程。根据2011—2015年枯季的咸界包络线图和2007—2010年枯季的咸界图,分析近10 a枯季的咸界运动基本特点,得到近10 a磨刀门水道的咸界运动规律:2007—2010年枯季,枯、丰水年隔年交替,咸界上溯距离明显隔年远、近变化;2011年末上游来水特枯,咸界上溯远,咸潮灾害非常严重;2012—2014年枯季,同年内不同半月周期咸界变化较大,有个别周期咸界上溯远,总体上咸潮灾害相对较轻;2015年上游水情非常好,咸界在下游徘徊,始终未达平岗,没有构成咸潮灾害。 展开更多
关键词 咸潮入侵 磨刀门水道 咸界运动规律 咸界包络线
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