Perbandingan Desain IPAL Fixed-Medium Systems Anaerobic Filter Dengan Moved-Medium Systems Aerobic Rotating Biological Contactor Untuk Pusat Pertokoan Di Surabaya

Bilal, Ahmad Rahmat Habibi (2014) Perbandingan Desain IPAL Fixed-Medium Systems Anaerobic Filter Dengan Moved-Medium Systems Aerobic Rotating Biological Contactor Untuk Pusat Pertokoan Di Surabaya. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Perencanaan ini dilakukan dengan menggunakan metode yang sistematis dimulai dari pengumpulan data-data primer dan sekunder, kemudian dilanjut dengan studi literatur, baru dilakukan perhitungan Detail Engineering Design (DED) dan Rencana Anggaran Biaya (RAB) serta penggambaran masingmasing unit IPAL, setelah itu dilakukan pembahasan untuk memperoleh kesimpulan dan saran yang relevan dengan tujuan perencanaan ini. Dari perhitungan DED didapat dimensi Bak Ekualisasi 6,12m x 6,12m x 3,3m; Septic Tank 4,64m x 2,32m x 3m; Anaerobic Filter 1,05m x 0,53m x 3m; Rotating Biological Contactor 4,12m x 2,82m x 1,09m; Filter Press 5,15m x 2,95m x 2,38m. Sedangkan RAB yang dibutuhkan untuk alternatif IPAL I sebesar Rp.258.000.000 dan untuk alternatif IPAL II sebesar Rp.366.000.000. Untuk kelebihan alternatif I adalah luas lahan lebih kecil, menghasilkan biogas 14,3 m3/hari, Operasional dan Perawatan (OP) lebih kecil; tapi kekurangannya adalah td-nya yang lebih lama yaitu 24 jam. Sedangkan untuk kelebihan alternatif II adalah td singkat 1,5 jam, produksi lumpur kecil 38,13 kg/hari; tapi kekurangannya keperluan lahan lebih luas, OP juga lebih besar. =================================================================== This Planning is done by using systemathic method that begin from collecting some primary-secondary data, than follows with collecting some literature, than performed calculation of DED, RAB and depiction of every IPAL units, after that will made discussion to get some conclusions and suggestions which relevant with the purpose of this planning. From calculation of DED has been obtained the dimention of Equalization Tank 6,12m x 6,12m x 3,3m; Septic Tank 4,64m x 2,32m x 3m; Anaerobic Filter 1,05m x 0,53m x 3m; Rotating Biological Contactor 4,12m x 2,82m x 1,09m; Filter Press 5,15m x 2,95m x 2,38m. Whereas the RAB that needed for first Waste Water Treatment Plant (WWTP) alternative reached IDR.258.000.000 and for second WWTP alternative reached IDR.366.000.000. For the advantages of first alternative have smaller land area, produce biogas 14,3 m3/day, smaller Operational and Maintenance (OM) cost; but the disadvantages have long td until 24 hours. Whereas the advantages of second alternative have shorter td only 1,5 hours, produce little sludge only 38,13 kg/day; but the disadvantages have lerger land area and have high OM cost.

Item Type: Thesis (Undergraduate)
Additional Information: RSL 628.445 Bil p
Uncontrolled Keywords: IPAL pusat pertokoan, Proses Attached Growth, Anaerobik Filter, Fixed-medium Systems, Rotating Biological Contactor, Moving-medium Systems, WWTP shopping center, Attached Growth Processes, Anaerobic Filter, medium-Moving Systems
Subjects: T Technology > TD Environmental technology. Sanitary engineering > TD646 Sewage--Purification
Divisions: Faculty of Civil Engineering and Planning > Environment Engineering > (S1) Undergraduate Theses
Depositing User: Mrs Anis Wulandari
Date Deposited: 11 Sep 2017 04:22
Last Modified: 11 Sep 2017 04:22
URI: http://repository.its.ac.id/id/eprint/48825

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