Identifikasi Kestabilan Tanggul Waduk Desa Kemuja Menggunakan Metode Geolistrik Resistivitas Konfigurasi Wenner
DOI:
https://doi.org/10.33019/jrfi.v5i1.4942Keywords:
Tanggul Waduk; Konfigurasi Wenner; Model 2DAbstract
Kemuja Village Reservoir is one of the reservoirs located in Kemuja Village, West Mendo District, Bangka Regency, which was built in 2015. On the sides of the Kemuja Village Reservoir, there are embankments that are used to prevent flooding of rice fields. Based on the initial survey, the height of the embankment from the ground is ±2.6 m and the water level is ±1 m above the surface. This study aims to identify the stability of the Kemuja Village reservoir embankment based on 2D modeling using the Wenner configuration resistivity geoelectric method with a spacing of 8 m between electrodes. Based on 2D modeling, the Kemuja Village reservoir embankment has good stability on all tracks, except on track 1 at a depth of 0 m - 1 m with a measurement distance of 10 m - 14 m, track 2 at a depth of 0 m - 1 m with a measurement distance of 36 m - 40 m, track 3 at a depth of 0.5 m - 2 m with a measurement distance of 6 m - 8 m; 0 m - 1.5 m with a measurement distance of 12 m - 16 m and 0 m - 2 m with a measurement distance of 28 m - 30 m, traverse 4 at a depth of 0 m - 1 m with a measurement distance of 8 m - 10 m and 0 m - 2 m with a measurement distance of 44 m - 48 m.
References
[2] Huda, A. L., R.W., S. P. & Suharyanto, 2019. Evaluasi Tekanan Air Pori Dan Rembesan Pada Bendungan Panohan. Jurnal Ilmiah Teknik Sipil Dan Teknik Kimia, 4(2), Pp. 102-111 [3] Makmur, S., Sehah & Sugito, 2016. Analisis Zona Lemah (Amblesan) Di Kawasan Jalan Raya Gunung Tugel Kabupaten Banyumas Berdasarkan Survei Geolistrik Konfigurasi Wenner. Techno, 17(2), Pp. 111-121.
Nama penulis pertama: judul ringkas artikel
Halaman | 9
[4] Mohammad, F. et al., 2016. Potensi Airtanah Berdasarkan Nilai Resistivitas Batuan Di Kelurahan Cangkorah, Kecamatan Batujajar, Kabupaten Bandung Barat. Bulletin Of Scientific Contribution, 14(2), P. 141 – 152. [5] Telford, W., L.P, G. & Sheriff, R., 1990. Applied Geophysics Second Edition, New York: Cambridge University Press. [6] Timotius, Putra, Y. S. & Lapanporo, B. P., 2014. Identifikasi Keretakan Beton Menggunakan Metode Geolistrik Resistivitas. Prisma Fisika, Ii(3), P. 92 – 99. [7] Trisnawati, D., Suhesti & Hidajat, W. K., 2019. Kajian Kekuatan Tanah Dan Kestabilan Tubuh Tanggul Pada Rencana Tanggul Wedok Lumpur Sidoarjo, Kecamatan Porong, Kabupaten Sidoarjo, Provinsi Jawa Timur. Jurnal Geosains Dan Teknologi, 2(3), Pp. 118-125. [8] Wahyuningrum, R. R., Legowo, B. & Darsono, 2013. Aplikasi Software 3 Dimensi Inversi Dalam Interpretasi Sebaran Air Tanah (Studi Kasus Dukuh Platarejo Dan Dukuh Selorejo). Jurnal Teori Dan Aplikasi Fisika, 1(2), Pp. 199-204 .












