Aquifer Area Investigation Using Resistivity Method in Cikopomayak, West Java, Indonesia

J. Sihotang, Rodrigo Osvaldus, Danny Bona Tua Munte, Nasib Priono, F. Mohamad
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引用次数: 3

Abstract

Administratively, the research area is located in around Cikopomayak Village, Jasinga, Bogor, West Java,Indonesia. Based on the Hydrogeological and Groundwater Basin Map, this research area was classied to non-potential groundwater basin. In addition, when the summer comes, the lack of water will be happened around the area. Consequently, the water reserve wasn't enough to fulll the necessity of freshwater. Thus, the research about identifying aquifer location was needed. This research aims to determine the depth and thickness of aquifer for the alternative ways to overcome the problem, particularly, for the Cikopomayak Village. Theresearch used the geophysical method by modeling the several data such as Geoelectric 1-D to know the aquifer location based on the section of medium resistivity value. Then, the geoelectric data was correlated to the borehole drilling data that is Gamma Ray (GR) Log, Spontaneous Potential (SP) Log, Resistivity Log, and the cutting data. Commonly, the most suitable lithology for an aquifer is sandstone because of its good characteristic of permeability and porosity. Logging data result will show the small value of GR log, SP Log lean-ing to the right, and low-value resistivity for indicating the aquifer zone. Based on geoelectric data, the research zone has 3 groups of resistivity value and lithology that are shaly clay-stone and siltstone with low-value resistivity (0-50 ohm.m), sandy claystone, medium sandstone, and coarse sandstone with medium value resistivity (50-150 ohm.m), fine sand-stone, sandy claystone, and andesite with high-value resistivity (> 150ohm.m). The aquifer system in the research area was classied into 3 groups that are aquifer, aquitard, andaquiqlud.
利用电阻率法调查印度尼西亚西爪哇Cikopomayak含水层面积
行政上,研究区域位于印度尼西亚西爪哇茂物Jasinga的Cikopomayak村附近。根据水文地质与地下水流域图,将研究区划分为非潜在地下水流域。此外,当夏季到来时,该地区将发生缺水。因此,水的储备不足以满足淡水的需要。因此,有必要进行含水层位置识别的研究。这项研究的目的是确定含水层的深度和厚度,以寻找克服这一问题的替代方法,特别是对于Cikopomayak村。利用地球物理方法,对地电1-D等多种资料进行建模,根据介质电阻率值剖面确定含水层位置。然后,将地电资料与井眼钻探资料(伽马测井、自然电位测井、电阻率测井)和切削资料进行对比。由于砂岩具有良好的渗透性和孔隙性,通常最适合含水层的岩性是砂岩。测井数据结果显示,GR测井值小,SP测井右倾,电阻率值低,指示含水层。根据地电资料,研究区有3组电阻率值和岩性,分别为低电阻率(0 ~ 50 ω .m)的泥质粘土岩和粉砂岩,中电阻率(50 ~ 150 ω .m)的砂质粘土岩、中砂岩和粗砂岩,高电阻率(> 150 ω .m)的细砂岩、砂质粘土岩和安山岩。将研究区含水层系统划分为含水层、含水层和含水层3类。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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