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All Journal DINAMIKA Jurnal Ilmiah Teknik Mesin SemanTIK : Teknik Informasi Civil Engineering Journal Sang Pencerah: Jurnal Ilmiah Universitas Muhammadiyah Buton Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Jurnal TELUK: Teknik Lingkungan UM Kendari Jurnal Pengabdian Masyarakat Ilmu Terapan (JPMIT) Sultra Civil Engineering Journal (SCiEJ) Jurnal Manajemen Rekayasa (Journal of Engineering Management)
Ahmad Syarif Sukri
Universitas Halu Oleo
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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Journal : Jurnal TELUK: Teknik Lingkungan UM Kendari

 1 
Perencanaan Desain Instalasi Pengolahan Air Limbah dengan Metode Biofilter Anaerob – Aerob Neshart Neshart; Rosdiana Rosdiana; Dwiprayogo Wibowo; Ahmad Syarif Sukri
Jurnal TELUK: Teknik Lingkungan UM Kendari Vol. 1 No. 1 (2021): Edisi Juni Tahun 2021 Jurnal TELUK: Teknik Lingkungan UM Kendari
Publisher : Program Studi Teknik Lingkungan, Universitas Muhammadiyah Kendari

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (621.095 KB) | DOI: 10.51454/teluk.v1i1.118

Abstract

Planning design of wastewater treatment plant in a market is needed to improve the quality of water that will be discharged so it doesn’t pollute the environment and the near. The goal of this study is to determine the discharge of wastewater will be treated and the design of treatment basin in the wet lods area of Mandonga Traditional Market. Result of wastewater is 7.88 m3/day with a waste concentration of pH 7, BOD 64.2 mg/day, and TSS 2.130 mg/day. Wet Lods Wastewater Treatment Plant in Mandonga Traditional Market has 6 compartments such as a control tub with the fine filter addition which has a volume of 0.072 m3/day, the initial settling tank has a volume of 1 m3/day, anaerobic biofilter has a volume of 1.83 m3/day, aerobic tubs have a volume of 0.42 m3/day, the final settling tank I has a volume of 1.1 m3/day and the final settling tub II has a volume of 1.1 m3/day.
Co-Authors . Nasrul Abdul Aman Ega Abdul Kadir Adris A. Putra Adris Ade Putra Agustan Agustan Akbar Haryadi Alianti Alianti Amal Ichlasul Magribi Andriyani Andriyani Balany, Fatma Baso Mursidi Catrin Sudardjat Chaerul Adam Edward Ngii Edward Ngii Eko Prasetyo Evi Arianti Fauziah Kudus Fitriah Fitriah Fitriah Masud Fitriah.S Fitriah.S Hasddin Hasddin Haydir Haydir Ikhwan Maulana Hatta Iksan Saputra Ishak Bafadal Isra Rosliana Kalista, Cindhy Ayu La Ode Muhamad Nurrakhmad Arsyad La Welendo Laode M. Golok Jaya Laode Muhammad Faisal M. Saripuddin Masykur Kimsan Mayura Aditya Momento Pabintan Muammar Makmur Muh. Nurdiansyah Saputra Muh. Thahir Azikin Muh. Thahir Azikin Muhammad Ibnu Sina Muriadin Muriadin Nasrul Nasrul Nasrul Nasrul Neshart Neshart Prayitno, Noto Rachman, Ranno Marlany Rahmat Rahmat Ridwan Syah Nuhun Riswal Karamma Ritno AR. Romi Talanipa Romy Suryaningrat Edwin Romy Talanipa Romy Talanipa Rosdiana Rosdiana rudi balaka Saripuddin M Siti Nurjanah Ahmad Sitti Nurjannah Ahmad Sulha Sulha Tahir Azikin Triantini. S. Putri Try Sugiyarto Tryantini Sundi Putri Uniadi Mangidi Vickky Anggara Ilham Weka Adi Suryawan Wibowo, Dwiprayogo Wirdha Ningsih Yusran Latimba