波多黎各Manatí-Vega Baja地区岩溶含水层系统模拟及地下水资源评价。

Journal of Water Resource and Protection Pub Date : 2015-08-01 Epub Date: 2015-08-20 DOI:10.4236/jwarp.2015.712075
Balati Maihemuti, Reza Ghasemizadeh, Xue Yu, Ingrid Padilla, Akram N Alshawabkeh
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引用次数: 8

摘要

波多黎各北岸的喀斯特含水层系统是该岛最多产的含水层,是饮用水和当地生态系统的重要水源。高淡水需求改变了沿海地下水系统,影响了岛上的人口和沿海生态系统。为了预测该系统对降雨事件和高抽水需求的响应,我们使用等效多孔介质(EPM)技术建立了三维地下水流动模型,以估计Manatí-Vega Baja岩溶含水层的水文地质参数并评估地下水资源。该方法基于简化的EPM方法能够再现复杂岩溶环境下地下水水动力学的假设。稳态模型采用试错法和参数估计方法进行校准,采用1995年观测的地下水位(r = 0.86, p < 0.0001, n = 39)。大尺度模拟表明,地下水流动大致遵循高程坡度(即由南向北)。校正后的水力导度范围为0.5 ~ 86 m/d,而水文地质数据强烈表明研究区中部岩溶剖面的渗透率较高。瞬态模式充分估计了1980 - 2014年降水事件对观测到的地下水波动的响应。暂态结果表明,概念模型精度较好,平均误差(ME)为-0.132 m,平均绝对误差(MAE)为0.542 m,均方根误差(RMSE)为0.365 m。水量收支模拟结果表明,总补给量满足过去地下水总取水量,但持续关闭更多污染井会导致未来地下水水位上升。结果表明,研究区实测数据支持了EPM方法适用性的假设。考虑到未来的需水量,该模型可进一步用于预测不同开采情景下地下水位和物质平衡的变化。
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Simulation of Regional Karst Aquifer System and Assessment of Groundwater Resources in Manatí-Vega Baja, Puerto Rico.

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 [i.e. 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.

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