Efektivitas Koagulan Terhadap Penurunan Energi Potensial Pada Pengolahan Air di PDAM Tirta Pakuan Kota Bogor
Abstract
In the processing of raw water into clean water need to add coagulant to remove turbidity when the turbidity exceeds the limit specified requirements. Coagulant commonly used for water treatment that Poly Aluminum Chloride (PAC), Aluminum Sulfate and Ferry Chloride. This study aims to determine the optimum dose of coagulant Poly Aluminum Chloride (PAC), Aluminum Sulfate and Ferry Chloride and to compare its effectiveness in water treatment Cisadane in PDAM Tirta Pakun Bogor with different turbidity levels.
Cisadane river water sample taken on different days with different turbidity levels. Determination of the optimum dose of coagulant is done by providing different dosage variations. Test parameter and characteristics of raw ait water jar test result of the test, to test the turbidity mearused by the turbidymeter total dissolved solids mearused by conductometer, pH mearused by pH meter, Fe and Mn measured by spectrophotometer and organic substance using titration method. Then the experimental data obtained were compared with the reqquirements of Permenkes No. 492/Menkes/iv/2010.
Of the result obtained optimum dose at low turbidity coagulant Poly Aluminum Chloride (PAC) 30,2 NTU at 14 mg/L and Ferry Chloride at 16 mg/L.. While high turbidity of 681 NTU, the optimum dose for coagulant Poly Aluminum Chloride (PAC) at 35 mg/L, Aluminum Sulfate at 5 mg/L and Ferry Chloride at 40 mg/L. Coagulant more effective water treatment raw cisadane river in the PDAM Tirta Pakuan Bogor is coagulant Poly Aluminum Chloride(PAC). Because Poli Aluminium chloride is more effective in reducing potential energy as a barrier energy in the aggregation process.
Keywords
Full Text:
PDFReferences
Alearts, G. dan S.S.Santika. 198. Metode Penelitian Air. Usaha Nasional Surabaya.
American Public Health Association.2005, Standard Methods for the Examination of Water and Wastewater. Ed ke-21. Washington: APHA.
Asmadi, Khayan, HeruSubaris & Kasjono. 2011. Teknologi Pengolahan Air Minum. Penerbit Gosyen Publishing. Yogyakarta.
Bird,T,1985,’Kimia Fisik Untuk Universitas, Penerbit: PT Gramedia Jakarta
Djubaedah, E dan S. Harjanto. 1994. Penanganan Limbah Cair Pada Tapioka secara Kimia. Balai Besar Penelitian dan Pengembangan Industri Hasil Pertanian Departemen Perindustrian dan Perdagangan Bogor.
Effendi H. 2003. Telaah Kualitas Air bagi Pengolahan Sumber Daya dan Lingkungan Perairan. Yogyakarta: Kanisius.
George, Hammmond. 1997. Kimia Organik. Institut Teknologi Bandung. Bandung.
Hammer M.J.1997. Water and Wastewater Technology. New Jersey : Prentice — Hall.
Hudson, Herbertt. Jr. 1981. Water Clarification Processes Practical Design and Evaluation. Van Nostrand Reinhold Company.
Laboratorium Perusahaan Daerah Air Minum (PDAM). 1991. Standar Operation Prosedur. PDAM Tirta Pakuan Bogor.
Laboratorium Perusahaan Daerah Air Minum (PDAM). 2005. Standar Operation Prosedur . PDAM Tirta Pakuan Bogor.
Pemerintah Provinsi Jawa Barat . 1999. Surat Keputusan Gubernur Jawa Barat No 6 Tahun 1999 Tentang Baku Mutu Limbah Cair Bagi Kegiatan Industri Di Jawa Barat. Jawa Barat.
Republik Indonesia. 2010. Permenkes RI No.492/Menkes/Per/iV/2010 Tentang Syarat-syarat dan Pengawasan Kualitas Air Minum. Jakarta.
Saeni, M. S. 1989. Kimia Lingkungan. Direktorat Jenderal Pendidikan Tinggi Pusat Antar Universitas Ilmu Hayat. Institut Pertanian Bogor. Bogor.
Skoog, D. A, West D. M, Holler F. J, Crouch S.R. 2004. Fundamentals of Analytical Chemistry eighth edition. UK; Thomson Brooks.
SNI 06-6989.11-2004. 2004.Air dan Air Limbah- Cara Uji derajat Keasaman (pH) dengan menggunakan alat pH meter. Badan Standarisasi Nasional
SNI 06-6989.25-2005. 2005. Air dan Air Limbah- Cara Uji Kekeruhan . Badan Standarisasi Nasional
SNI 06-6989.27-2005. Air dan Air Limbah-Cara Uji Total Padatan Terlarut (TDS). Badan Standarisasi Nasional
SNI 06-6989.27-2005.2005. Air dan Air Limbah - Cara Uji zat Organik (Angka KMnO4). Badan Standarisasi Nasional.
Underwood, A,L dan R,A. Day .Jr.1981. Analisis Kimia Kuantitatif. Erlangga. Jakarta.
Wenas, R. 1991. Penelitian Proses Koagulasi dan Flokulasi untuk Pengembangan Industri dan Perdagangan . Departemen Perindustrian dan Perdagangan. Ujung Pandang.
Winarno. F.G. 1986.Air Untuk Industri Pangan. PT. Gramedia. Jakarta.
DOI: https://doi.org/10.32502/js.v7i1.4464
Refbacks
- There are currently no refbacks.
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Diterbitkan oleh Program Studi Teknik Industri, Universitas Muhammadiyah Palembang, Jl. Jenderal A. Yani 13 Ulu Plaju Palembang
Integrasi : Jurnal Ilmiah Teknik Industri is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.