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A reactive transport model for the quantification of risks induced by groundwater heat pump systems in urban aquifers

机译:一种反应性运输模型,用于量化城市含水层中的地下水热泵系统引起的风险

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Shallow geothermal resource exploitation through the use of groundwater heat pump systems not only has hydraulic and thermal effects on the environment but also induces physicochemical changes that can compromise the operability of installations. This study focuses on chemical clogging and dissolution subsidence processes observed during the geothermal re-injection of pumped groundwater into an urban aquifer. To explain these phenomena, two transient reactive transport models of a groundwater heat pump installation in an alluvial aquifer were used to reproduce groundwater-solid matrix interactions occurring in a surrounding aquifer environment during system operation. The models couple groundwater flow, heat and solute transport together with chemical reactions. In these models, the permeability distribution in space changes with precipitation-dissolution reactions over time. The simulations allowed us to estimate the calcite precipitation rates and porosity variations over space and time as a function of existent hydraulic gradients in an aquifer as well as the intensity of CO2 exchanges with the atmosphere. The results obtained from the numerical model show how CO2 exolution processes that occur during groundwater reinjection into an aquifer and calcite precipitation are related to hydraulic efficiency losses in exploitation systems. Finally, the performance of reinjection wells was evaluated over time according to different scenarios until the systems were fully obstructed. Our simulations also show a reduction in hydraulic conductivity that forces re-injected water to flow downwards, thereby enhancing the dissolution of evaporitic bedrock and producing subsidence that can ultimately result in a dramatic collapse of the injection well infrastructure. (C) 2016 Elsevier B.V. All rights reserved.
机译:通过使用地下水热泵系统进行浅层地热资源开发,不仅会对环境产生水力和热影响,而且还会引起物理化学变化,从而损害设备的可操作性。这项研究的重点是在将地热水重新注入城市含水层中观察到的化学堵塞和溶解沉降过程。为了解释这些现象,使用了一个冲积含水层中的地下水热泵装置的两个瞬态反应输运模型来再现系统运行期间在周围含水层环境中发生的地下水-固体基质相互作用。这些模型将地下水流量,热量和溶质运移以及化学反应耦合在一起。在这些模型中,空间中的渗透率分布随沉淀-溶解反应随时间变化。通过模拟,我们可以估算方解石的沉淀速率和孔隙度随时间和空间的变化,该速率随含水层中现有水力梯度的变化以及与大气的CO2交换强度而变化。从数值模型获得的结果表明,在地下水回注到含水层和方解石沉淀过程中发生的CO2稀释过程与开采系统中的水力效率损失有关。最后,根据不同的情况,随着时间的推移评估回注井的性能,直到系统完全阻塞为止。我们的模拟还显示出降低了水力传导率,迫使再注入的水向下流动,从而增强了蒸发基岩的溶解并产生了沉降,最终可能导致注入井基础设施的急剧倒塌。 (C)2016 Elsevier B.V.保留所有权利。

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