Identifikasi Zona Lemah Tanggul Daerah Aliran Sungai (DAS) Bumang Desa Kemuja Menggunakan Metode Geolistrik Resistivitas Konfigurasi Wenner

  • Dea Amelia Program Studi Fisika, Universitas Bangka Belitung
  • Yekti Widyaningrum Program Studi Fisika, Universitas Bangka Belitung
  • Anisa Indriawati Program Studi Fisika, Universitas Bangka Belitung

Abstract

The Bumang Watershed is a stream of water originating from the Bumang Reservoir in Kemuja Village, Bangka Regency to hold back water from flooding the surrounding rice fields. Since the Bumang watershed embankment was built, the embankment has been damaged in the upper part of the Bumang watershed. The main cause is underground erosion. The erosion caused the embankment foundation to become weak, which was identified as a weak zone. The method used to identify weak zones in the embankment is the Wenner configuration resistivity geoelectric method. The Wenner configuration has good sensitivity to lateral changes compared to other configurations. Field data acquisition consisted of four passes with different electrode lengths and spacings. Based on the 2D cross-section of the subsurface of the Bumang watershed embankment, the weak zone is located on tracks 1, 2, and 3. On track 1 it is at a depth of 2.50 m - 3.19 m and 1.30 m - 3.19 m; on track 2 it is at a depth of 0 m - 2 m; and on track 3 it is at a depth of 0 m - 7 m, 2 m - 4.50 m, and 0 m - 4 m respectively.

Downloads

Download data is not yet available.

References

[1] 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.117-25.
[2] Aitsebaomo, F.O., Adeyemi, O.A. & Quadri, a.H.A., 2013. Electromagnetic Survey of Erosion in Awba, Ibadan, Nigeria Embankment Dam. International Journal Of Engineering And Science, 3(3), pp.1-5.
[3] Yudiana, R., Alaydrus, A.T. & Minardi, S., 2020. Korelasi Hambatan Jenis dan Hambatan Konus untuk Identifikasi Zona Lemah Di Desa Sekotong Barat, Kecamatan Sekotong, Kabupaten Lombok Barat. Jurnal Penelitian dan Pembelajaran Fisika Indonesia, 2(2), pp.38-44.
[4] Kusuma, W.B., 2017. Penggunaan Metode Resistivity Dalam Pemantauan Tanah Urugan. Jurnal Swara Patra: Majalah Ilmiah PPSDM Migas, 7(1), pp.74-87.
[5] Reynolds, J.M., 2011. An Introduction to Applied and Environmental Geophysics. 2nd ed. UK: John Wiley & Sons, Ltd.
[6] Telford, W. M., Geldart, L. P., & Sheriff, R. 1990. Applied Geophysics Second Edition. New York: Cambridge University Press.
[7] Pramono, M.E., Ramadani, B. & Rafsanjani, R., 2017. Identifikasi Lapisan Bawah Permukaan Tanah Gedung MIPA Tower dengan Metode Resistivitas Konfigurasi Wenner. Jurnal Fisika Laboratorium, pp.1-7.
[8] Murwiyanti, T., Sehah & Raharjo, S.A., 2020. Identifikasi zona lemah pada ruas jalan utama Ajibarang – Gumelar kabupaten Banyumas menggunakan metode geolistrik resistivitas. Jurnal Teras Fisika, 3(1), pp.130-37.
[9] Mangga, S. A. & Djamal, B., 1994. Peta Geologi Lembar Bangka Utara, Sumatera. Bandung: Pusat Penelitian dan Pengembangan Geologi.
Published
2024-12-24
How to Cite
[1]
D. Amelia, Y. Widyaningrum, and A. Indriawati, “Identifikasi Zona Lemah Tanggul Daerah Aliran Sungai (DAS) Bumang Desa Kemuja Menggunakan Metode Geolistrik Resistivitas Konfigurasi Wenner”, JRFI, vol. 5, no. 1, pp. 29-37, Dec. 2024.
Section
Articles