Maihemuti Balati, Ghasemizadeh Reza, Yu Xue, Padilla Ingrid, Alshawabkeh Akram N
Department of Civil and Environmental Engineering, Northeastern University, Boston, MA, USA.
Department of Civil Engineering and Surveying, University of Puerto Rico, Mayaguez, PR, USA.
J Water Resour Prot. 2015 Aug;7(12):909-922. doi: 10.4236/jwarp.2015.712075. Epub 2015 Aug 20.
The North Coast karst aquifer system of Puerto Rico, the most productive aquifer of the island, is a vital water source for drinking water and local ecosystems. High freshwater demands alter the coastal groundwater system that impacts both human populations and coastal ecosystems of the island. To predict how this system might respond to rainfall events and high pumping demands, we used the equivalent porous medium (EPM) technique to develop a three-dimensional ground-water flow model to estimate hydrogeological parameters and assess groundwater resources in the Manatí-Vega Baja karst aquifer. The approach is based on the hypothesis that the simplified EPM approach will reproduce groundwater hydrodynamics in this complex karst environment. The steady-state model was calibrated with trial and error and parameter estimation methods using an observed groundwater table of 1995 (r = 0.86, p < 0.0001, n = 39). The large-scale simulation suggested that groundwater flow roughly follows the elevation slope [. south to north). Calibrated hydraulic conductivities range from 0.5 to 86 m/d, whereas the hydro-geologic data strongly suggest higher permeability in the middle karst section of the study area. The transient model adequately estimates the observed groundwater fluctuations in response to rainfall events from 1980 until 2014. The transient results indicate that the conceptual model accuracy is more acceptable with a mean error (ME) of -0.132 m, mean absolute error (MAE) of 0.542 m and root mean square (RMSE) error of 0.365 m. The results of water budget simulation show that the total recharge satisfies the total groundwater withdrawal rate in the past, but continuous closure of more contaminated wells causes groundwater levels to increase in the future. The results indicate that the assumption of applicability of EPM approach is sustained and supported by measured data in the study area. Taking future water demands into account, this model could be applied further to predict the changes of groundwater levels and mass balance under different exploitation scenarios.
波多黎各的北海岸岩溶含水层系统是该岛最具生产力的含水层,是饮用水和当地生态系统的重要水源。对淡水的高需求改变了沿海地下水系统,这对该岛的人口和沿海生态系统都产生了影响。为了预测该系统对降雨事件和高抽水需求可能的反应,我们使用等效多孔介质(EPM)技术开发了一个三维地下水流模型,以估算马纳蒂 - 维加巴哈岩溶含水层的水文地质参数并评估地下水资源。该方法基于这样的假设,即简化的EPM方法将在这种复杂的岩溶环境中再现地下水水动力。使用1995年观测的地下水位,通过试错法和参数估计方法对稳态模型进行了校准(r = 0.86,p <0.0001,n = 39)。大规模模拟表明,地下水流大致遵循海拔坡度(从南到北)。校准后的水力传导率范围为0.5至86米/天,而水文地质数据强烈表明研究区域中部岩溶区的渗透率更高。瞬态模型充分估计了1980年至2014年降雨事件引起的观测到的地下水波动。瞬态结果表明,概念模型的精度更可接受,平均误差(ME)为 - 0.132米,平均绝对误差(MAE)为0.542米,均方根(RMSE)误差为0.365米。水平衡模拟结果表明,过去总补给量满足总地下水抽取率,但更多受污染水井的持续关闭导致未来地下水位上升。结果表明,EPM方法适用性的假设在研究区域得到实测数据的支持。考虑到未来的用水需求,该模型可进一步应用于预测不同开采情景下地下水位和质量平衡的变化。