用有限差分法对西贡及周边地区地下水模型的建立

T. Cahyadi, R. Ernawati, Hana Trijayanti, M. I. Ansori, I. Firmansyah
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引用次数: 0

摘要

桑岗哈姆雷特被包括在以安山岩和火山角砾岩为主的山脉中,这些岩石相互交错,分布着节理和断层,形成了一个裂缝。裂缝是该地区排水的介质。从井里看到地下水位有差异。为了对已经形成的地下水流进行详细描述,对地下水流模式进行了建模。在Modflow Flex软件的辅助下,采用数值方法进行建模。为了建立模型,需要准备一个概念模型,校准和验证。该地区有2个含水层系统,即无承压含水层和含水层。利用灵敏度分析法对模型进行了标定。标定结果为均方根值为8.74%,标准误差估计为1.27 m,相关系数为0.98。从该模型可知,水流从西北-西北地区以高原的形式流向东南偏东的低平原地区,流向普兰邦河。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
GROUNDWATER MODELING IN SANGON HAMLET AND SURROUNDING AREAS USING FINITE DIFFERENCE METHOD
Sangon Hamlet is included in the mountains which are dominated by andesite rocks and volcanic breccias which cross each other and have a distribution of joints and faults forming a fracture. The fracture is a medium for draining water in the area. There is a difference in ground water level as seen from the well. To re-detail the groundwater flow that has been formed, a groundwater flow pattern modeling is carried out. The modeling is done by numerical method assisted by Modflow Flex Software. For building the model, it is necessary to prepare a concept model, calibration and validation. In this area there are 2 aquifer systems, namely unconfined aquifers and aquitards. Furthermore, the model was calibrated using the sensitivity analysis method. The calibration results are obtained, namely the RMS value of 8.74% with a standard error estimate of 1.27 m and a correlation coefficient of 0.98. From this model, it is known that the flow of water moves from the northwest-north area in the form of a plateau by heading to the east-southeast area which is a lower plain and towards the Plampang River.
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