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Abstrak :
Penelitian ini bertujuan untuk mengetahui efisiensi aplikasi teknologi ozonasi katalitik menggunakaan Granular Activated Carbon (GAC) pada penyisihan COD, NH3, Coliform dan senyawa antibiotik (turunan fenol) dalam limbah cair rumah sakit. Limbah cair yang digunakan berasal dari limbah cair Rumah Sakit Bumi Waras yang belum memasuki instalasi pengolahan air limbah (IPAL). Variabel kondisi operasi yang divariasikan pada proses penyisihan senyawa antibiotik (turunan fenol), COD, NH3, dan Coliform dalam limbah cair menggunakan teknologi ozonasi katalitik adalah konfigurasi sistem pengolahan limbah (Ozon, Ozon/UV, Ozon/GAC, Ozon/UV/GAC) dan waktu penyisihan (0, 15, 30, 45, 60, 120 menit). Analisis yang digunakan meliputi metode 4-Aminoantipirin untuk senyawa antibiotik (turunan fenol), metode Refluks tertutup untuk COD, metode Nessler untuk NH3, dan metode Total plate count untuk Coliform. Setelah dilakukan penelitian, diketahui bahwa konfigurasi Ozon/UV merupakan konfigurasi yang paling tepat digunakan untuk Instalasi Pengolahan Air Limbah (IPAL) di Rumah Sakit Bumi Waras, Bandar Lampung. Konfigurasi Ozon/UV secara signifikan mampu menyisihkan kandungan antibiotik (turunan fenol) 64%, COD 60%, NH3 10,71%, Coliform total 98,89%, dan E.Coli 100%.

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The present study was aimed at determining the efficiency of catalytic ozone technology applications using Granular Activated Carbon (GAC) on the removal of COD, NH3, Coliform and antibiotic compounds (phenol derivatives) in the treated wastewater. The liquid waste was derived from wastewater of Bumi Waras Hospital that had not entered yet to wastewater treatment plant (WWTP). Operating conditions variable that varied in Coliform the process of removal antibiotic compounds (phenol derivatives), COD, NH3, and in wastewater using catalytic ozone technology is the configuration of wastewater treatment system (Ozone, Ozone/UV, Ozone/GAC, Ozone/UV/GAC) and time of removal process (0, 15.30, 45, 60, 120 minutes). The results were analyzed wich comprising of antibiotic compounds (phenol derivatives) by 4-Aminoantipyrine method, COD by Closed reflux method, NH3-N by Nessler method, and Coliform by Total plate count. The result of study shown that the configuration of Ozone/ UV was the most appropriate configuration for Waste Water Treatment Plant (WWTP) at Bumi Waras Hospital, Bandar Lampung. Configuration Ozone/ UV was significantly capable of removing antibiotic content (phenol derivatives), COD, NH3, Coliform total, and E.coli by 64%, 60%, 10.71%, 98.89%, and 100%, respectively.

Abstrak :
Proses penyisihan senyawa fenol, COD dan 1,1,2,2-tetrakloroetana menggunakan teknik ozonasi katalitik dengan katalis Granular Activated Carbon (GAC) yang dikombinasikan dengan emisi sinar UV dilakukan dalam penelitian ini. Tujuan dari penelitian ini untuk memperoleh efektivitas aplikasi teknik ozonasi katalitik menggunakan sistem konfigurasi, yaitu: Ozon/GAC dan Ozon/UV/GAC dalam penyisihan limbah fenol, COD dan 1,1,2,2-tetrakloroetana dengan waktu sirkulasi (0, 15, 30, 45, 60, dan 120 menit). Limbah cair yang digunakan berasal dari limbah cair Laboratorium Industri Polyester di daerah Bogor. Analisis yang dilakukan meliputi analisis COD dengan metode FAS, analisis Fenol dengan menggunakan metode aminoantipirin dan analisis 1,1,2,2-tetrakloroetana dengan metode GC-FID. Setelah dilakukan penelitian, diketahui bahwa konfigurasi Ozon/UV/GAC dengan konsentrasi awal fenol 58,00 mg/L, COD 72,00 mg/L dan 1,1,2,2-tetrakloroetana 32,96 mg/L menghasilkan persentase penyisihan senyawa fenol 57,76%, COD 66,67% dan 1,1,2,2-tetrakloroetana 98,74% sedangkan konfigurasi Ozon/GAC dengan konsentrasi awal fenol 55,00 mg/L, COD 72,00 mg/L dan 1,1,2,2-tetrakloroetana 37,70 mg/L menghasilkan persentase penyisihan senyawa fenol 50,91%, COD 55,56% dan 1,1,2,2-tetrakloroetana 100%.

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Process eliminating compounds of phenol, COD and 1,1,2,2-tetrachloroethane using catalytic ozonation technique with catalyst Granular Activated Carbon (GAC) combination with UV light emission performed in this study. The purpose of this study was to obtain the effectiveness of applications catalytic ozonation technique using system configuration Ozone/GAC and Ozone/UV/GAC for eliminating in waste phenol, and 1,1,2,2-tetrachloroethane COD with circulation time (0, 15, 30, 45, 60, and 120 minutes). The wastewater was derived from wastewater Laboratory of Polyester Industrial in Bogor. The results were analyzed which comprising of COD with FAS method, phenol using aminoantipirin method and 1,1,2,2-tetrachloroethane with GC-FID method. The result of study shown that the configuration of the Ozone/ UV/GAC with an initial concentration of phenol 58,00 mg/L, COD 72,00 mg/L and 1,1,2,2-tetrachloroethane 32,96 mg/L resulted in the percentage of eliminating phenol 57,76%, 66,67% COD and 1,1,2,2-tetrachloroethane 98,74% while the configuration of Ozone/GAC with an initial concentration of phenol 55,00 mg/L, COD 72,00 mg/L and 1,1,2,2-tetrachloroethane 37,70 mg/L resulted in percentage of eliminating phenol 50,91%, 55,56% COD and 1,1,2,2-tetrachloroethane 100%.

Abstrak :
[ABSTRAK
Penelitian ini bertujuan untuk mengurangi polutan dalam perairan yang salah satunya disebabkan oleh limbah cair tekstil dengan menggunakan teknik ozonasi katalitik. Digunakan UV254nm dan katalis GAC (Granular Carbon Active) batok kelapa serta batu bara yang akan meningkatkan prosentase penyisihan fenol dan turunannya dalam limbah cair industri tekstil. Perlakuan terbaik untuk penggunaan GAC batok kelapa adalah konfigurasi ozon+GAC100+UV dengan prosentase penyisihan fenol sebesar 95,87%, TOC 29,49% (dari 50,53 mg/L menjadi 35,6 mg/L), dan penyisihan COD 59,46% sedangkan ozon+GAC100 lebih rendah dengan penyisihan fenol sebesar 78,07%, TOC 13,39%, dan COD 58,97%. Sedangkan perlakuan terbaik untuk penggunaan GAC batu bara adalah konfigurasi ozon+GACC50+UV dengan prosentase penyisihan fenol sebesar 88,56%, TOC 32,52% (dari 50,53 mg/L menjadi 34,1 mg/L), dan penyisihan COD 59,63% sedangkan ozon+GACC50 lebih rendah dengan penyisihan fenol sebesar 78,07%, TOC 19,06%, dan COD 57,89%.

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ABSTRACT
The research goal is decreasing water pollution using catalytic ozonation technique because of textile effluent. Adding UV254nm with GAC (Granular Carbon Active) coconut and charcoal in configuration will increase percentage phenol elimination and derivate in textile effluent which got sedimentation tank (active sludge treatment). The result for GAC coconut is ozon+GAC100+UV configuration with percentage phenol elimination 95,87%, TOC 29,49% (from 50,53 mg/L into 35,6 mg/L), and COD 59,46%. In other hand, ozon+GAC100 configuration lower than adding UV with percentage phenol elimination 78,07%, TOC 13,39%, and COD 58,97%. another GAC (charcoal) had a best result is ozon+GACC50+UV with percentage phenol elimination 88,56%, TOC 32,52% (from 50,53 mg/L into 34,1 mg/L), and COD 59,63%. In the fact, without adding UV, ozon+GACC50 has less percentage phenol elimination 78,07%, TOC 19,06%, dan COD 57,89%.;The research goal is decreasing water pollution using catalytic ozonation technique because of textile effluent. Adding UV254nm with GAC (Granular Carbon Active) coconut and charcoal in configuration will increase percentage phenol elimination and derivate in textile effluent which got sedimentation tank (active sludge treatment). The result for GAC coconut is ozon+GAC100+UV configuration with percentage phenol elimination 95,87%, TOC 29,49% (from 50,53 mg/L into 35,6 mg/L), and COD 59,46%. In other hand, ozon+GAC100 configuration lower than adding UV with percentage phenol elimination 78,07%, TOC 13,39%, and COD 58,97%. another GAC (charcoal) had a best result is ozon+GACC50+UV with percentage phenol elimination 88,56%, TOC 32,52% (from 50,53 mg/L into 34,1 mg/L), and COD 59,63%. In the fact, without adding UV, ozon+GACC50 has less percentage phenol elimination 78,07%, TOC 19,06%, dan COD 57,89%.;The research goal is decreasing water pollution using catalytic ozonation technique because of textile effluent. Adding UV254nm with GAC (Granular Carbon Active) coconut and charcoal in configuration will increase percentage phenol elimination and derivate in textile effluent which got sedimentation tank (active sludge treatment). The result for GAC coconut is ozon+GAC100+UV configuration with percentage phenol elimination 95,87%, TOC 29,49% (from 50,53 mg/L into 35,6 mg/L), and COD 59,46%. In other hand, ozon+GAC100 configuration lower than adding UV with percentage phenol elimination 78,07%, TOC 13,39%, and COD 58,97%. another GAC (charcoal) had a best result is ozon+GACC50+UV with percentage phenol elimination 88,56%, TOC 32,52% (from 50,53 mg/L into 34,1 mg/L), and COD 59,63%. In the fact, without adding UV, ozon+GACC50 has less percentage phenol elimination 78,07%, TOC 19,06%, dan COD 57,89%., The research goal is decreasing water pollution using catalytic ozonation technique because of textile effluent. Adding UV254nm with GAC (Granular Carbon Active) coconut and charcoal in configuration will increase percentage phenol elimination and derivate in textile effluent which got sedimentation tank (active sludge treatment). The result for GAC coconut is ozon+GAC100+UV configuration with percentage phenol elimination 95,87%, TOC 29,49% (from 50,53 mg/L into 35,6 mg/L), and COD 59,46%. In other hand, ozon+GAC100 configuration lower than adding UV with percentage phenol elimination 78,07%, TOC 13,39%, and COD 58,97%. another GAC (charcoal) had a best result is ozon+GACC50+UV with percentage phenol elimination 88,56%, TOC 32,52% (from 50,53 mg/L into 34,1 mg/L), and COD 59,63%. In the fact, without adding UV, ozon+GACC50 has less percentage phenol elimination 78,07%, TOC 19,06%, dan COD 57,89%.]

Abstrak :
ABSTRAK
Kelangkaan dan pencemaran air bersih masih menjadi masalah. Daur ulang air dengan melakukan pengolahan tersier efluen IPAL dapat menciptakan keberlanjutan penyediaan air bersih, pengelolaan air limbah, dan pengurangan kebutuhan pengambilan sumber air baku dari badan air. Saat ini, WWTP 2 Jababeka belum memiliki fasilitas pengolahan tersier air limbahnya. Oleh karena itu, penelitian ini menggunakan pengolahan karbon aktif bertujuan untuk mengetahui efisiensi unit karbon aktif untuk mengolah efluen WWTP 2 Jababeka dengan mengetahui pengaruh dosis dan waktu kontak optimum karbon aktif, mengetahui efisiensi pengolahan efluen WWTP 2 Jababeka pada skala pilot, dan merencanakan penerapan skala penuh. Penelitian ini menggunakan batch skala laboratorium dan continuous skala pilot dengan parameter pH, COD, BOD, TSS, kekeruhan, dan fecal coliform. Waktu kontak dan dosis optimum berdasarkan uji batch adalah 6,5 menit dan 45 gram/Liter berturut-turut. Pengujian skala pilot menunjukkan persentase penyisihan COD, BOD, kekeruhan, dan fecal coliform sebesar 29 , 28 , 55 , dan 48 berturut-turut. Namun, pengolahan ini belum memenuhi baku mutu air kelas 1 menurut Peraturan Pemerintah Nomor 82 Tahun 2001 dan air minum menurut Peraturan Menteri Kesehatan Nomor 416 Tahun 1990.

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ABSTRACT
Scarcity and pollution of clean water are still problem in water supply. Water recycling with tertiary treatment of WWTP effluent can create sustainable water supply, wastewater management, and reduction of the need for raw water sources from water bodies. Currently, WWTP 2 Jababeka does not have tertiary treatment facility yet. Therefore, this research uses activated carbon treatment aiming to estimate activated carbon unit efficiency to treat its effluent with determine the optimum dose and contact time, to estimate removal efficiency, and to design a full scale treatment unit. This research uses laboratory scale batch and pilot scale column with pH, COD, BOD, TSS, turbidity, and fecal coliform as key parameters. The optimum contact time and dose based on the batch test are 6.5 minutes and 45 grams Liter respectively. The pilot scale test shows that the percentages of COD, BOD, turbidity, and fecal coliform removal are 29 , 28 , 55 , and 48 respectively. However, this treatment does not yet meet the standardized clean water of class 1 according to Government Regulation No. 82 2001 and the drinking water according to Minister of Health Regulation No. 416 1990.

Abstrak :
Kota Metro merupakan salah satu kota dengan tingkat pelayanan air perpipaan yang rendah (5,05%), sehingga sebagian besar masyrakatnya menggunakan air tanah dengan sistem self-supply. Akan tetapi, keamanan sistem sumber self supply saat ini menjadi isu di masyarakat. Metode continuous monitoring dari April – Oktober 2021 melalui telepon setiap bulan dilakukan untuk membantu penilaian tingkat layanan air minum. Tujuan dari penelitian ini adalah menganalisis variabilitas sumber air bersih dan air minum, menganalisis variabilitas tingkat pelayanan air minum yang dipersepsikan aman, menganalisis variabilitas biaya operasional dan pengelolaan layanan sumber air minum di rumah tangga, dan menganalisis intervensi pengolahan air minum di rumah tangga untuk meningkatkan kualitas air minum. Analisis dilakukan dengan analisis statistik deskriptif dan software SPSS 24 untuk uji Regresi Logistik Biner. Hasil menunjukkan 97% sumber air masyarakat Kota Metro adalah sumber air self-supply, yang didominasi oleh sumur gali tak terlindungi milik pribadi (45% sumber air bersih dan 30% sumber air minum). Berdasarkan persepsi rumah tangga (keamanan, rasa, penampilan, bau, keandalan, dan ketersediaan air minum), air isi ulang dan air kemasan memiliki tingkat keamanan paling konsisten selama 6 bulan survei (100%). Sistem non-self-supply diketahui lebih aman dari sistem self-supply dengan persentase 98% dan 95%. Variabel kejadian banjir diketahui signifikan terhadap penilaian tingkat pelayanan sumber air minum yang dipersepsikan aman dengan peluang 0,059 kali dalam mempengaruhinya. Rata-rata biaya yang dibutuhkan untuk maintenance mesin pompa adalah Rp 683.750,00 dan untuk maintenance lainnya (pipa, kran air, dll) sekitar Rp 85.833,00 per rumah tangga. Sedangkan biaya yang dihabiskan oleh 1 rumah tangga dalam 1 minggu untuk air isi ulang adalah sekitar Rp 19.751,00, sedangkan untuk air kemasan sekitar Rp 40.986,00. Variabel yang mempengaruhi biaya air minum adalah pengolahan air dengan perebusan yang berpeluang 0,029 kali. Berdasarkan persepsi rumah tangga, masalah sumber air minum yang paling banyak terjadi pada sumber air baku adalah penampilan (29,4%) dan bau (28,3%), serta kadar E.coli (72%) pada air minum. Dengan demikian, dibutuhkan intervensi strategi pengolahan air minum untuk mengatasi permasalahan yang ada dan meningkatkan kualitas air minum. Adapun intervensi pengolahan air minum yang direkomendasikan untuk menyelesaikan masalah tersebut adalah Slow Sand Filter (SSF) dengan media tambahan berupa Granular Activated Carbon (GAC) serta unit disinfeksi sinar UV. ......Metro City is one of the cities with a low level of piped water service (5,05%), so that most of the people use groundwater with a self-supply system. However, the safety of the self-supply source system is currently an issue in society. A continuous monitoring method from April – October 2021 by telephone every month was carried out to help assess the level of drinking water services. The purpose of this study are to analyze the variability of clean water and drinking water sources, to analyze the variability of the level of drinking water services that are perceived as safe, to analyze the variability of operational and maintenances costs of drinking water facility in households, and to analyze the intervention of drinking water treatment in households to improve the quality of drinking water. The analysis was carried out using descriptive statistical analysis and SPSS 24 software for the Binary Logistics Regression test. The results show that 97% of Metro City's water sources are self-supply water sources, which are dominated by private unprotected dug wells (45% for clean water sources and 30% for drinking water sources). Based on household perceptions (safety, taste, appearance, smell, reliability, and availability of drinking water), refill and bottled water had the most consistent level of safety during the 6 months of the survey (100%). Non-self-supply systems are known to be safer than self-supply systems with a percentage of 98% and 95%, respectively. The flood incident variable is known to be significant to the assessment of the service level of drinking water sources that are perceived as safe with a 0,059 times chance of influencing it. The average cost required for pump engine maintenance is Rp 683.750,00 and for other maintenance (pipes, water faucets, etc.) it is around Rp 85.833,00 per household. Meanwhile, the cost spent by 1 household in 1 week for refill water is around Rp 19.751,00, while for bottled water it is around Rp 40.986,00. The variable that affects the cost of drinking water is water treatment by boiling which has a chance of 0.029 times. Based on household perceptions, the most common drinking water source problems that occur in raw water sources are appearance (29,4%) and smell (28,3%) and E.coli (72%) in drinking water. Thus, intervention strategies for drinking water treatment are needed to overcome existing problems and improve drinking water quality. The recommended drinking water treatment intervention to solve this problem is the Slow Sand Filter (SSF) with additional media in the form of Granular Activated Carbon (GAC) and UV disinfection unit.