首页> 外文期刊>Hydrogeology journal >Groundwater flow dynamics of weathered hard-rock aquifers under climate-change conditions: an illustrative example of numerical modeling through the equivalent porous media approach in the north-western Pyrenees (France)
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Groundwater flow dynamics of weathered hard-rock aquifers under climate-change conditions: an illustrative example of numerical modeling through the equivalent porous media approach in the north-western Pyrenees (France)

机译:气候变化条件下风化硬岩含水层的地下水流动动力学:比利牛斯西北部通过等效多孔介质方法进行数值模拟的示例(法国)

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A numerical groundwater model of the weathered crystalline aquifer of Ursuya (a major water source for the north-western Pyrenees region, south-western France) has been computed based on monitoring of hydrological, hydrodynamic and meteorological parameters over 3 years. The equivalent porous media model was used to simulate groundwater flow in the different layers of the weathered profile: from surface to depth, the weathered layer (5.10(-8) <= K <= 5.10(-7) m s(-1)), the transition layer (7.10(-8) <= K <= 1.10(-5) m s(-1), the highest values being along major discontinuities), two fissured layers (3.5.10(-8) <= K <= 5.10(-4) m s(-1), depending on weathering profile conditions and on the existence of active fractures), and the hard-rock basement simulated with a negligible hydraulic conductivity (K = 1 10(-9)). Hydrodynamic properties of these five calculation layers demonstrate both the impact of the weathering degree and of the discontinuities on the groundwater flow. The great agreement between simulated and observed hydraulic conditions allowed for validation of the methodology and its proposed use for application on analogous aquifers. With the aim of long-term management of this strategic aquifer, the model was then used to evaluate the impact of climate change on the groundwater resource. The simulations performed according to the most pessimistic climatic scenario until 2050 show a low sensitivity of the aquifer. The decreasing trend of the natural discharge is estimated at about -360 m(3) y(-1) for recharge decreasing at about -5.6 mm y(-1) (0.8 % of annual recharge).
机译:在3年的水文,水动力和气象参数监测的基础上,计算了Ursuya(法国西南比利牛斯地区的主要水源)的风化结晶含水层的地下水数值模型。使用等效的多孔介质模型来模拟风化剖面不同层中的地下水流动:从地表到深度,风化层(5.10(-8)<= K <= 5.10(-7)ms(-1)) ,过渡层(7.10(-8)<= K <= 1.10(-5)ms(-1),最大值沿主要不连续点),两个裂隙层(3.5.10(-8)<= K < = 5.10(-4)ms(-1),取决于风化剖面条件和活动裂缝的存在),并且硬岩基底的水力传导率可忽略不计(K = 1 10(-9))。这五个计算层的水动力特性证明了风化程度和不连续性对地下水流量的影响。模拟和观察到的水力条件之间的巨大共识使该方法论得以验证,并提出了其在类似含水层上的应用建议。为了对该战略含水层进行长期管理,随后将该模型用于评估气候变化对地下水资源的影响。直到2050年,根据最悲观的气候情景进行的模拟表明,含水层的敏感性较低。天然补给量的下降趋势估计约为-360 m(3)y(-1),补给量约为-5.6 mm y(-1)(占年度补给量的0.8%)。

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