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All Journal HAYATI Journal of Biosciences BANGUNAN (Jurnal Berkala Jurusan Teknik Sipil UM) Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan JURNAL TEKNOLOGI LINGKUNGAN Jurnal Teknik Sipil The Journal of Pure and Applied Chemistry Research Jurnal Dampak Jurnal Pengabdian Kepada Masyarakat (Indonesian Journal of Community Engagement) Bangunan Jurnal Manajemen Aset Infrastruktur dan Fasilitas Jurnal Permukiman INTEGRITAS : Jurnal Pengabdian Aptekmas : Jurnal Pengabdian Kepada Masyarakat INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY JOURNAL OF WETLANDS ENVIRONMENTAL MANAGEMENT Jurnal MIPA dan Pembelajarannya Journal of Public Health and Pharmacy
Anie Yulistyorini
Universitas Negeri Malang
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Journal : jurnal permukiman

 1 
Efektivitas Septic Tank Upflow dan Downflow Filter untuk Pengolahan Air Limbah Domestik Novan Dwi Novembry; Anie Yulistyorini; Mujiyono Mujiyono
Jurnal Permukiman Vol 17 No 2 (2022)
Publisher : Direktorat Bina Teknik Permukiman dan Perumahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31815/jp.2022.17.69-76

Abstract

Domestic wastewater is one of the causes of water pollution that can affect the quality of clean water sources. The effectiveness of wastewater treatment using septic tanks is still not optimal because the design does not meet technical standards. Organic pollutants are still wasted in the surrounding environment. This study aims to determine the efficiency level of domestic wastewater treatment using a septic tank upflow filter and a septic tank downflow filter in reducing organic pollutants. The domestic wastewater used in this study was taken from the Janti Communal IPAL in Malang. The septic tank model used in this study was 54 x 22 x 37 cm, made of glass with a thickness of 5 mm, a flow rate of 20 litres/day, and a detention time of 2 days. The septic tank model consists of three compartments with a filter media thickness of 15 cm for each type. The efficiency of pollutant reduction in septic tank upflow filter processing is BOD 55.84%, COD 58.64%, TSS 87.84%, Ammonia 75.07%, and Total Coliform 57.19%. While in the septic tank downflow filter, the efficiency of BOD reduction was 65.26%, COD 66.90%, TSS 90.34%, Ammonia 79.52%, and Total Coliform 57.54%. Domestic wastewater treatment with a septic tank downflow filter resulted in a higher BOD, COD, TSS, Ammonia, and Total Coliform reduction efficiency than an upflow filter septic tank.
Efektivitas Septic Tank Upflow dan Downflow Filter untuk Pengolahan Air Limbah Domestik Novembry, Novan Dwi; Yulistyorini, Anie; Mujiyono, Mujiyono
Jurnal Permukiman Vol 17 No 2 (2022)
Publisher : Direktorat Bina Teknik Bangunan Gedung dan Penyehatan Lingkungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31815/jp.2022.17.69-76

Abstract

Domestic wastewater is one of the causes of water pollution that can affect the quality of clean water sources. The effectiveness of wastewater treatment using septic tanks is still not optimal because the design does not meet technical standards. Organic pollutants are still wasted in the surrounding environment. This study aims to determine the efficiency level of domestic wastewater treatment using a septic tank upflow filter and a septic tank downflow filter in reducing organic pollutants. The domestic wastewater used in this study was taken from the Janti Communal IPAL in Malang. The septic tank model used in this study was 54 x 22 x 37 cm, made of glass with a thickness of 5 mm, a flow rate of 20 litres/day, and a detention time of 2 days. The septic tank model consists of three compartments with a filter media thickness of 15 cm for each type. The efficiency of pollutant reduction in septic tank upflow filter processing is BOD 55.84%, COD 58.64%, TSS 87.84%, Ammonia 75.07%, and Total Coliform 57.19%. While in the septic tank downflow filter, the efficiency of BOD reduction was 65.26%, COD 66.90%, TSS 90.34%, Ammonia 79.52%, and Total Coliform 57.54%. Domestic wastewater treatment with a septic tank downflow filter resulted in a higher BOD, COD, TSS, Ammonia, and Total Coliform reduction efficiency than an upflow filter septic tank.
Co-Authors Al Ansyorie, Muhammad Mushtofa Aman Santoso Amara, Aulia Anugrah Ricky Wijaya Apif Miptahul Hajji Aripriharta - Aziz, Hafif Ahmad Abdul Brian Debytiantama, Gamaliel Dian Ariestadi Diederik Rousseau Diederik Rousseau Dzul Fikri Muhammad Eko Suwarno Eli Hendrik Sanjaya Fadhil Md Din, Mohd Fadiyah Ghina Salsabila Gilang Idfi Hamzah, Sofiah Harits Ar Rosyid Harits Ar Rosyid Hasan Firdiansyah, Muhammad Hengky Pamungkas, Yahya Hong Chen Husna Binti Takaijudin Ichsan Achmad Fauzi Iga Widiastuti, Fanny Imam Alfianto Jenvia Rista Pratiwi Jery Permana Kusuma Refa Haratama Kusuma Refa Haratama L.R. Prihadi Li, Yu-You M. Mirza Abdillah Pratama Mega Septia Sarda Dewi Moh. Zainal Bahrudin Mohammad Musthofa Al Ansyorie Mubarroq, Ahmad Yudi Muhammad Aris Ichwanto Muji yono Mujiyono Mujiyono Mujiyono Mujiyono Novan Dwi Novembry Novembry, Novan Dwi Popi Wahyuni Masriyanto Pratiwi, Noventia Sekar Rachminiwati, Nina Ridwan Muhamad Rifai Rista Pratiwi, Jenvia Roro Roro Salsabila, Hanifa Sanjaya Silvia Santoso, Ghea Pratiwi Setiawan, Arifandy Siswahyudi, Dwi Titi Rahayuningsih Vita Ayu Kusuma Dewi Wa Ode Dwi Muja Lestari Wati, Nindya Yoga Bangun Nugroho