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Abstrak :
Faktor peningkatan jumlah penduduk menjadi kunci utama dalam meningkatnya kebutuhan air, yang berpotensi akan terjadi kelangkaan air, tidak terkecuali Kecamatan Caringin, Kabupaten Bogor, Jawa Barat, Indonesia. Untuk mencegah dan menangani kekurangan air, perlu dilakukannya identifikasi potensi air tanah. Penelitian ini menggunakan analisis petrologi, petrografi, well log resistivitas, dan geolistrik 2D untuk mengidentifikasi potensi air tanah. Terdapat 5 stasiun singkapan geologi, 1 sumur bor batuan inti, 1 well log resistivitas, dan 2 lintasan geolistrik dengan konfigurasi Wenner - Schlumberger yang dijadikan sebagai bahan analisis. Terdapat 4 jenis litologi yang menyusun daerah penelitian yang tersingkap di permukaan maupun di bawah permukaan yang terwakilkan melalui sumur bor, yaitu andesit dengan resistivitas 160 – >320 Ωm yang berperan sebagai akuifug, breksi andesit dengan resistivitas 60 – 120 Ωm yang berperan sebagai akuifer, tuf dan lapili tuf dengan resistivitas 60 – 80 Ωm yang berperan sebagai akuitar, serta  endapan pasir dengan resistivitas 0 – 30 Ωm yang berperan sebagai akuifer.  ......The factor of increasing population is the main key in increasing water demand, which has the potential to cause water scarcity, including Caringin District, Bogor Regency, West Java, Indonesia. To prevent and deal with water shortages, it is necessary to identify potential groundwater. This study uses petrological, petrographic, well log resistivity, and 2D geoelectric analysis to identify groundwater potential. There are 5 geological outcrop stations, 1 core rock drilled well, 1 resistivity well log, and 2 geoelectrical lines with Wenner - Schlumberger configuration which are used as analysis material. There are 4 types of lithology that make up the research area which is exposed on the surface or below the surface which is represented through drilled wells, namely andesite with a resistivity of 160 – > 320 Ωm which acts as an aquifer, andesite breccia with a resistivity of 60 – 120 Ωm which acts as an aquifer, tuff and tuff lapilli with a resistivity of 60 – 80 Ωm which acts as an aquitar, and sand deposits with a resistivity of 0 – 30 Ωm which acts as an aquifer.

Abstrak :
The text provides the knowledge needed to deal with a quantitative approach, the multiple aspects related to the flow of groundwater resources (groundwater) and propagation and remediation of contaminants in water systems. Describes the basic properties that define the capacity of storage, transport and release water in aquifers, and then, describes the methods for the determination of these parameters with the execution and interpretation of evidence of groundwater, well water and of laboratory. From the physical-chemical and toxicological classification of contaminants are then analyzed the propagation mechanisms and discusses the analytical solutions of the mass transport in porous media. The last part of the text is devoted to the characterization and remediation of contaminated aquifers.

Abstrak :
ABSTRAK
Berkurangnya lahan terbuka sebagai daerah resapan di DAS Ciliwung membuat pembangunan sumur resapan menjadi penting. Tujuan penelitian ini adalah menyusun peta kesesuaian lahan untuk pembangunan sumur resapan, melakukan simulasi beberapa desain sumur resapan untuk mendapatkan volume resapan air yang optimum di tiap lokasi, dan menyusun serta merekomendasikan lokasi, desain, dan jumlah sumur resapan tiap wilayah. Penelitian ini menggunakan data GIS untuk kompilasi dan pembobotan peta geologi teknik, jenis tanah, grup hidrologi tanah, kedalaman muka air tanah, kemiringan lereng, curah hujan rata-rata dan tata guna lahan DAS Ciliwung serta melakukan simulasi matematik. Berdasarkan hasil analisa, lahan yang paling memenuhi syarat untuk dibangun sumur resapan berada di Daerah Cisarua, sedangkan yang tidak memenuhi syarat berada di bagian paling utara dan selatan DAS Ciliwung. Menggunakan kedalaman 5 m, sumur resapan tipe rektangular dengan panjang dan lebar 2 m dapat menampung limpasan sebesar 20 m3 untuk daerah seluas 952,72 m2 di Kranji (RBKr), sedangkan tipe lingkaran dengan diameter 2 m hanya menampung 15,7 m3 limpasan untuk daerah seluas 746,76 m2. Jumlah sumur resapan individual tipe rektangular yang dibutuhkan di DAS Ciliwung adalah 1.662.291 sumur, sedangkan bila menggunakan sumur resapan komunal tipe rektangular hanya 276.335 sumur.

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ABSTRACT
The decreasing an open space in in Ciliwung watershed make the development of recharge wells become an important. The purpose of this research is to develop a map of land suitability for recharge wells construction, simulating some design recharge wells to obtain the optimum volume of water absorption in each location, and develop and recommend the location, design, and the number of recharge wells each region. This study uses GIS data compilation and weighting for engineering geology maps, soil type, soil hydrology group, the depth of the ground water level, slope, average rainfall and land use Ciliwung and perform mathematical simulations. Based on the analysis, the most eligible land for recharge wells are in Cisarua Regions, while those not qualified to be in the most northern and southern Ciliwung watershed. Using a depth of 5 m, recharge wells rectangular type with a length and a width of 2 m can accommodate runoff of 20 m3 for an area of 952.72 m2 in Kranji (RBKr), while type circle with a diameter of 2 m only holds 15.7 m3 runoff for the area covering an area of 746.76 m2. The number of individual types of rectangular recharge wells needed in Ciliwung is 1.662.291 wells, whereas when using recharge wells rectangular type only 276.335 communal wells.