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Recovery Scenarios For Deep Over-exploited Aquifers With Limited Recharge: Methodology And Application To An Aquifer In Belgium

机译:深度有限开采的过度开采深层含水层的回收方案:方法和在比利时的含水层中的应用

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Recharge of deep-seated aquifers must be provided through leakage from overlying geological formations and can be very limited. Although hydraulic characteristics of these aquifers may be favorable for extensive exploitation, the renewability of the groundwater resource may be very restricted and only significant on long time scales. Over-exploitation of such aquifers leads to steadily declining piezometric levels and water balancing and steady state conditions are not to be expected on the short term. Recovery of such systems is very difficult, also because of the socio-economic dependencies of the water resource and the long time it requires to replenish the system. Management plans for restoration should be based on the transient hydrodynamical behaviour. A recovery plan should be developed based on results of a groundwater flow model. In a first step must be simulated how long it will take for the aquifer system to fully recover by natural recharge. As this will most often be a very long time it can be cancelled out as a realistic scenario. An alternative objective is to be formulated which could be achieved in the near future on a time scale of years or decades. Using model simulations, reduction schemes of exploitation rates shall be quantified that will allow to reach these denned goals, such as raising piezometric levels above the top of the aquifer itself or above the top of the overlying geological unit. The methodology is illustrated with an example of a deep hard rock aquifer in Belgium where piezometric levels have dropped below the top. The objective here was to raise the levels again above the top within the next 50 years. However, this is notrnaccomplished by balancing aquifer recharge and discharge, but is reached by a lateral redistribution of the water over the aquifer extent. A full recovery of this aquifer would require at least a century with only a very limited amount of exploitation.
机译:深层含水层的补给必须通过上覆地质层的渗漏来提供,并且可能非常有限。尽管这些含水层的水力特性可能有利于广泛开发,但地下水资源的可再生性可能受到很大限制,并且仅在很长时间内才有意义。对此类含水层的过度开发会导致测压水平稳定下降,短期内不会出现水平衡和稳态情况。这种系统的恢复非常困难,这也是因为水资源的社会经济依赖性以及补充系统所需的时间长。修复的管理计划应基于瞬态水动力特性。应根据地下水流模型的结果制定恢复计划。第一步,必须模拟含水层系统通过自然补给完全恢复所需要的时间。由于这通常会花费很长时间,因此可以将其作为现实情况取消。将制定替代目标,该目标可以在几年或几十年的时间范围内在不久的将来实现。使用模型模拟,应量化开采率的降低方案,以实现这些明确的目标,例如将测压水平面提高到含水层自身顶部之上或上覆地质单元顶部之上。比利时的一个深层硬岩含水层实例说明了该方法,其测压水位已降至顶部以下。目的是在未来50年内将水平再次提高到最高水平。但是,这不能通过平衡含水层的补给和排放来实现,而是通过在含水层范围内横向重新分配水来实现。要完全回收该含水层,至少需要一个世纪的开采时间。

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