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Numerical groundwater-flow modeling to evaluate potential effects of pumping and recharge: implications for sustainable groundwater management in the Mahanadi delta region, India

机译:评价泵送和充值潜在影响的数值地下水 - 流动模型:印度Mahanadi Delta地区可持续地下水管理的影响

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Process-based groundwater models are useful to understand complex aquifer systems and make predictions about their response to hydrological changes. A conceptual model for evaluating responses to environmental changes is presented, considering the hydrogeologic framework, flow processes, aquifer hydraulic properties, boundary conditions, and sources and sinks of the groundwater system. Based on this conceptual model, a quasi-three-dimensional transient groundwater flow model was designed using MODFLOW to simulate the groundwater system of Mahanadi River delta, eastern India. The model was constructed in the context of an upper unconfined aquifer and lower confined aquifer, separated by an aquitard. Hydraulic heads of 13 shallow wells and 11 deep wells were used to calibrate transient groundwater conditions during 1997-2006, followed by validation (2007-2011). The aquifer and aquitard hydraulic properties were obtained by pumping tests and were calibrated along with the rainfall recharge. The statistical and graphical performance indicators suggested a reasonably good simulation of groundwater flow over the study area. Sensitivity analysis revealed that groundwater level is most sensitive to the hydraulic conductivities of both the aquifers, followed by vertical hydraulic conductivity of the confining layer. The calibrated model was then employed to explore groundwater-flow dynamics in response to changes in pumping and recharge conditions. The simulation results indicate that pumping has a substantial effect on the confined aquifer flow regime as compared to the unconfined aquifer. The results and insights from this study have important implications for other regional groundwater modeling studies, especially in multi-layered aquifer systems.
机译:基于过程的地下水模型可用于了解复杂的含水层系统,并对他们对水文变化的反应进行预测。考虑到地质框架,流程,含水层液压性能,边界条件和地下水系统的源和水槽,提出了一种评估对环境变化的反应的概念模型。基于这种概念模型,使用Modflow设计了一种准立体瞬态地下水流量模型,以模拟印度东部Mahanadi河三角洲地下水系统。该模型是在上部无凝固的含水层和低狭窄的含水层的上下文中构建的,由水管分开。在1997 - 2006年期间,使用13个浅孔和11个深井的液压头来校准瞬态地下水条件,然后进行验证(2007-2011)。通过泵送测试获得含水层和水流液压性能,并随着降雨充电而被校准。统计和图形绩效指标表明,在研究区域的地下水流量相当良好地模拟。敏感性分析显示,地下水位对含水层的液压导电最敏感,然后是限制层的垂直液压导电性。然后采用校准的模型来探讨地下水 - 流动动力学响应泵送和充电条件的变化。仿真结果表明,与无粉状的含水层相比,泵送对受限含水层流动制度的显着影响。本研究的结果和见解对其他区域地下水建模研究具有重要意义,特别是在多层含水层系统中。

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