ANALISIS KAPASITAS TANGKI SEPTIK KOMUNAL DESA SUNGAI BAUNG KECAMATAN TALANG UBI PALI
DOI:
https://doi.org/10.52333/lateral.v4i1.1507Keywords:
Sanitation, Communal Septic Tanks, Planning, flood vulnerability, RABAbstract
The Community-Based Sanitation Program (SANIMAS) is a component of the Urban Sanitation and Rural Infrastructure (USRI) program that aims to create and improve the quality of life of the community, both individually and in groups, especially low-income communities in densely populated, slum and sanitation-prone urban areas. This study focuses on calculating the capacity and calculating the budget for the construction of a communal septic tank (RAB). The research location is in Sungai Baung Village, Talang Ubi District, PALI Regency. The design of the Communal Septic Tank (IPAL) building with an emptying time of 2 years. The population increase of 1.6% in 5 years resulted in a total of 355 communal septic tank users P (2020). From the calculation results, it was obtained that the IPAL built had a tank volume of 61 m3/day with a waste volume of 28.4 m3/day where the required sludge tank capacity was 28.5 m3 with a minimum capacity requirement in one day of 1,434 liters/person/day and a water capacity requirement of 5.1 m3.
References
Alkausari, B., Aminuddin, K. M., Usman, A. P., Umari, Z. F., & Jimmyanto, H. (2025). Analisis Capaian Simulasi Pengurangan Kumuh Melalui Kegiatan Penanganan Skala Kawasan Pada Kawasan 29 Ilir Kota Palembang. Bearing: Jurnal Penelitian dan Kajian Teknik Sipil, 10(2), 118-125.
Asep S, M Yanuar JP, dan Allen K. 2011. Desain Instalasi Pengolah Limbah (IPAL) WC Komunal Untuk Masyarakat Pinggir Sungai Desa Lingkar Kampus. Jurnal Ilmu Pertanian Indonesia 16:91-99.
Bachri, J., Handoko, C. T., Jimmyanto, H., & Susanti, S. (2024). The Domestic Wastewater Treatment Installation's Performance Study of Technical Aspects in Cahaya Abadi Housing, Palembang City. ENVIRO: Journal of Tropical Environmental Research, 25(2), 1-9.
Barclay GW. 1970. Techniques of Population Analysis.New York (US): John Wiley and Son.
Jimmyanto, H., & Iskandar, I. (2022). Feasibility Study of Communal Domestic Wastewater Treatment Plant In Sekanak Area, Palembang City. International Journal of Engineering Applied Sciences and Technology, 7(2), 08-15.
Ismadi R. 2015. Pola Rencana Penanganan Air Limbah Domestik Pemukiman Kumuh Perkotaan di Kabupaten Lampung Utara. 7 (2): 77-144.
Linsley RK. 1985. Teknik Sumberdaya Air (terjemahan Djoko Sasongko). Penerbit Airlangga. Jakarta.
Mei A. 2018. Sanitasi Total Berbasis Masyarakat di Desa Muara Putih Kecamatan Natar Kabupaten Pesawaran. Jurnal Sakai Sambayan 2.2: 76-80.
Montgomery JM. 1985. Water Treatment Principles and Design. John Wiley and sons. New York.
Praditya RK. 2016. Perencanaan Instalasi Pengolahan Air Limbah Komunal di Kampung Seni Nitiprayan, Desa Ngestiharjo, Kecamatan Kasihan, Kabupaten Bantul, Daerah Istimewa Yogyakarta (Doctoral dissertation, UII).
Reni PS. 2018. Efektivitas Instalasi Pengolahan Air Limbah (IPAL)mKomunal Berdasarkan Parameter BOD, COD, dan TSS (Studi Di Dusun Denok Wetan, Desa Denok, Kabupaten Lumajang). Skripsi. Universitas Jember. Jawa Timur.
Nasrullah. 2007. Studi Kelayakan Instalasi Pengolahan Lumpur Tinja Kota Salatiga. Jurnal Presipitasi. 3 (2): 1-11.
Ramdhan, M. A., & Withaningsih, S. (2025). Evaluasi Keberlanjutan Pengelolaan SANIMAS SPALD-T di Kota Bandung. Jurnal Ilmu Lingkungan, 23(5), 1190-1204.
Septiana, I. F., Prayogo, T. B., & Haribowo, R. (2024). Studi evaluasi instalasi pengolahan air limbah (IPAL) komunal di RW 5 Kelurahan Tunggulwulung, Kecamatan Lowokwaru, Kota Malang. Jurnal Teknologi Dan Rekayasa Sumber Daya Air, 4(1), 1096-1108.
Silak, M., Simbiak, I. T., & Tommi, T. (2024). Persepsi Masyarakat Terhadap Pelaksanaan Program Sanimas Di Kampung Yoboi Distrik Sentani Kabupaten Jayapura. Jurnal Wilayah, Kota Dan Lingkungan Berkelanjutan, 3(1), 01-15.
Umar MA, Baiquni M, & Ritohardoyo S. 2011. Peran Masyarakat dan Pemerintah dalam Pengelolaan Air Limbah Domestik di Wilayah Ternate Tengah. Majalah Geografi Indonesia. 25 (1): 42-54.





