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Implications of groundwater development and seawater intrusion for sustainability of a Mediterranean coastal aquifer in Tunisia

机译:地下水开发和海水入侵对突尼斯地中海沿海含水层可持续性的影响

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Tunisia relies extensively on coastal groundwater resources that are pumped at unsustainable rates to support irrigated agriculture, causing groundwater drawdown and water quality problems due to seawater intrusion. It is imperative for the country to regulate future groundwater allocations and implement conservation strategies based on robust hydrogeological assessments to alleviate the adverse impacts of groundwater depletion. We developed a 3D transient density-dependent groundwater model by coupling MODFLOW-2000 and MT3DMS to improve understanding of seawater intrusion into the Korba aquifer in Tunisia. Results indicate that groundwater overexploitation since 1965 induced 5.15 Mm(3)/year of seawater inflow while reducing submarine discharge into the sea by about 9.74 Mm(3)/year as compared to the steady state water budget in 1965. Projecting withdrawals from 2014 up to 2050 results in a slow but extensive groundwater table decline forming a cone of depression 15 m below sea level. The seawater wedge under this business-as-usual scenario is expected to reach 1.8 km from the shoreline, causing significant mixing of the TDS-rich seawater in the aquifer system. The cone of depression under a 25% increase in groundwater withdrawal drops to about 20 m below sea level while the saltwater front reaches 2.5 km inland. Countering the seawater intrusion problem requires reducing groundwater pumping by 17 Mm(3)/year to push back the saltwater front along the coastline by about 25% over a 43-year period. Application of the presented generic groundwater simulation framework guides developing management strategies to mitigate seawater intrusion in the Korba coastal aquifer and similar areas.
机译:突尼斯广泛地依赖以不可持续的速度抽水的沿海地下水资源来支持灌溉农业,由于海水入侵,造成地下水流下降和水质问题。该国必须规范未来的地下水分配,并在强有力的水文地质评估的基础上实施保护战略,以减轻地下水枯竭的不利影响。我们通过结合MODFLOW-2000和MT3DMS开发了3D瞬态密度依赖的地下水模型,以增进对突尼斯Korba含水层中海水入侵的了解。结果表明,自1965年以来,对地下水的过度开采导致了每年5.15 Mm(3)/年的海水流入,同时与1965年的稳态水预算相比,每年减少了向海底排放的海底水。预计2014年以后的取水量到2050年将导致地下水位缓慢而广泛的下降,从而在海平面以下15 m处形成一个圆锥形的凹陷。在这种照常使用的情况下,海水楔形物预计将距海岸线1.8公里,从而导致含水层系统中富含TDS的海水大量混合。地下水抽取量增加25%时的下降锥下降到海平面以下约20 m,而盐水前沿到达内陆2.5 km。要应对海水入侵问题,需要在43年的时间内将地下水泵送量降低17 Mm(3)/年,以将沿海岸线的咸水前沿推回约25%。提出的通用地下水模拟框架的应用指导开发管理策略,以减轻科巴沿海含水层和类似地区的海水入侵。

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