首页> 外文期刊>Journal of Science and Technology of Agriculture and Natural Resources >Estimation of Hydrodynamic Parameters of Groundwater Resources in Kouhpayeh- Segzi Watershed Using MODFLOW
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Estimation of Hydrodynamic Parameters of Groundwater Resources in Kouhpayeh- Segzi Watershed Using MODFLOW

机译:利用MODFLOW估算库帕耶-塞格兹河流域地下水资源的水动力参数。

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Nowadays, due to the high potential of advanced simulation models for groundwater, these models are comprehensively applied in the management and exploitation of groundwater resources. The aim of this study was to investigate and simulate the groundwater resources in Kouhpayeh-Segzi watershed and in particular estimate the hydrodynamic coefficients of unconfined aquifer. After preparation of input layers, efficient parameters in modeling, boundary conditions and aquifer gridding were determined. Then, based on the available data, the model was run and calibrated in a steady state for the water year 2002 and in a transient state for water years between 2002 and 2004. The simulation outputs were confidently verified for the water year 2005. The results indicated that the hydraulic conductivities and storage coefficients were ranged on sub-basin from 15.26 to 19.87 m/day and 0.0107 to 0.0186, respectively. From aquifer's hydrograph for a period from 1995 to 2012, water level dropped about 25 cm. This may be due to two irrigation networks (green area). This leads to rising water level. By ignoring these recharge areas, water level declined up to 80 cm per year. With sensitivity analysis in transient state to evaluate the efficacy of each parameter, the accuracy of the results of calibration model was confirmed. In addition, the hydraulic head values computed by MODFLOW were in good agreement with those that were collected from all piezometers.
机译:如今,由于先进的地下水模拟模型的巨大潜力,这些模型已广泛应用于地下水资源的管理和开发中。这项研究的目的是调查和模拟Kouhpayeh-Segzi流域的地下水资源,尤其是估计无限制含水层的水动力系数。在准备好输入层之后,确定了建模,边界条件和含水层网格化的有效参数。然后,基于可用数据,在2002年水域的稳态下和2002年至2004年水域的过渡状态下,对模型进行了运行和校准。对2005年水年下的模拟输出进行了可靠的验证。结果结果表明,该流域的水力传导率和储水系数分别为15.26至19.87 m / day和0.0107至0.0186。从1995年至2012年一段时间的含水层水位图,水位下降了约25厘米。这可能是由于两个灌溉网络(绿色区域)造成的。这导致水位上升。通过忽略这些补给区域,水位每年下降多达80厘米。通过瞬态灵敏度分析来评估每个参数的有效性,从而确定了校准模型结果的准确性。此外,由MODFLOW计算得出的液压压头值与从所有压力计收集到的值一致。

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