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Fauzi, Genta Rizal
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Civil Engineering, Building, Construction & Architecture Transportation

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PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH KOMUNAL DI DESA KECEPIT KECAMATAN PUNGGELAN KABUPATEN BANJARNEGARA Fauzi, Genta Rizal; Ikhwanudin, Ikhwanudin; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 1: Juni 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i1.12835

Abstract

Pemukiman penduduk mempunyai masalah utama yaitu pencemaran lingkungan yang ditimbulkan oleh pembuangan air limbah yang tidak tertangani dengan baik. Sumber penghasil limbah cair terbesar di negara ini adalah dari hasil aktivitas rumah tangga. Berdasarkan pengamatan di lapangan didapatkan bahwa grey water pada desa kecepit dibuang langsung ke drainase. Pengaliran air limbah ke saluran terbuka, seperti ke saluran drainase, tentu saja berpotensi menjadi sumber penyebaran penyakit akibat sanitasi yang buruk. Instalasi pengolahan air limbah yang digunakan untuk desa kecepit direncanakan menggunakan unit anaerobic filter (af) dan anaerobic baffled reactor (abr). Penentuan jumlah penduduk penerima manfaat direncanakan sebanyak 285 jiwa didapat berdasarkan proyeksi penduduk tahun 2040 dengan debit air limbah sebanyak 25,65m³/hari. Anaerobic filter (af) yang direncanakan memiliki 5 kompartemen dengan debit air limbah untuk 1 kompartemen sebesar 3,2016 m³/hari. Dimensi panjang, lebar dan kedalaman 1 kompartemen af yakni 0,51 meter, 2,5 meter dan 2,5 meter. Sedangkan unit anaerobic baffled reactor (abr) direncanakan memiliki 2 kompartemen dengan dimensi panjang 1,58 meter, lebar 2,7 meter dan kedalaman 2,5 meter.Kata kunci: filter anaerobic, anaerobic baffled reactor, air limbah domestik
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH KOMUNAL DI DESA KECEPIT KECAMATAN PUNGGELAN KABUPATEN BANJARNEGARA Fauzi, Genta Rizal; Ikhwanudin, Ikhwanudin; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 1: Juni 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i1.12835

Abstract

Residential settlements have a major problem, namely environmental pollution caused by the disposal of wastewater that is not handled properly. The largest source of liquid waste in this country is the result of household activities. Based on field observations, it was found that the gray water in Kecepit Village was discharged directly into the drainage. Drainage of wastewater into open channels, such as drainage channels, of course has the potential to be a source of disease spread due to poor sanitation. The wastewater treatment plant used for Kecepit Village is planned to use an Anaerobic Filter (AF) and Anaerobic Baffled Reactor (ABR) unit. Determination of the population of beneficiaries is planned as many as 285 people obtained based on population projections in 2040 with a wastewater discharge of 25.65 m/day. The planned Anaerobic Filter (AF) has 5 compartments with a wastewater discharge for 1 compartment of 3.2016 m³/day. The dimensions of the length, width and depth of 1 AF compartment are 0.51 meters, 2.5 meters and 2.5 meters. While the Anaerobic Baffled Reactor (ABR) unit is planned to have 2 compartments with dimensions of 1.58 meters long, 2.7 meters wide and 2.5 meters deep.
Co-Authors Ariawan, Donny Ikhwanudin Ikhwanudin