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"This paper presents the efficiency improvement in aerobic wastewater treatment technology through the application of a microbubble generator (MBG) for aeration. Aeration using an MBG is accomplished through water circulation and does not need air compressors, making it more energy efficient than conventional aerators. The MBG aerobic system with the variations on liquid flow rate (Q1) and airflow rate (Qg) combination was tested using artificial wastewater with a typical composition of organic waste. Experimental data were evaluated by means of a simplified mathematical model to systematically compare different MBG schemes. The study confirmed that the soluble chemical oxygen demand (SCOD) removal efficiency was significantly affected by the Qg values. Lower Qg values were preferable because they tended to have higher soluble chemical oxygen demand (SCOD) removal efficiency. However, the microbubbles were less stable at lower Qg due to the high incidence of bubble collisions. The study concluded that for applications in an actual aerobic waste treatment pond, the positioning of the MBG in the pond had to be carefully designed to minimize the collision tendency."

"An experimental study to examine the capabilities of the microbubble generator (MBG) on aerobic wastewater treatment was carried out under laboratory and industrial conditions. The tested MBG types were porous pipe & orifice and an MBG with a spherical body and drilled holes. In the laboratory-testing condition, an MBG was placed at a depth of 40 cm from the water surface. Three different pressure transducers were installed around the body of the MBG in order to analyze the inlet water pressure, the air-suction pressure, and the pressure at the outlet of the MBG. Next, the bubble diameter was measured by capturing the bubble pictures using a digital camera and analyzed using a developed image-processing technique. In order to simulate the application of the microbubble generator in the industrial field, a feasibility test of the MBG in aerobic wastewater treatment was performed. The results show the increase in MBG quantity with a higher ability to increase the oxygen, and that it is necessary to arrange the placement of each MBG in configuration to minimize bubble coalescence. Furthermore, by using a bio-ball as the porous media for microorganism attachment in aerobic wastewater treatment, the feasibility test showed promising results. Carbon on demand (COD) could be reduced to around 354 mg/l. The value of dissolved Oxygen (DO) was larger than 2 mg/L. The Ph level remained at 6, and temperature remained no more than 35ºC, which meet the requirements of aerobic wastewater treatment."

"IPAL Rumah Sakit Universitas Indonesia sudah lama mengalami tantangan dalam menyisihkan kandungan fenol yang sering melebihi baku mutu. Anomali nilai COD pada penelitian sebelumnya dan kecenderungan efluen yang lebih tinggi dibandingkan influen mengharuskan COD sebagai parameter yang juga membutuhkan perhatian. Penelitian ini bertujuan (1) menganalisis teknologi pengolahan air limbah potensial berdasarkan kajian literatur dan kondisi eksisting IPAL; (2) Menganalisis konsentrasi fenol dan COD di sump pit, netralisasi, sterilisasi, grease trap, inlet, dan outlet IPAL; dan (3) mengevaluasi efektivitas penyisihan fenol dan COD teknologi terpilih dengan simulasi laboratorium. Penelitian ini menggunakan decision matrix untuk memilih lima teknologi potensial (adsorpsi, fotokatalisis, fitoremediasi, ion exchange, dan chemical precipitation). Hasil menunjukkan teknologi yang terpilih adalah adsorpsi dan chemical precipitation. Kemudian, hasil sampling menyatakan bahwa sumber konsentrasi fenol tertinggi adalah toilet (sump pit) sebesar 0.258 mg/L. Eksperimen jar test dilakukan dengan dosis yang berbeda, baik untuk FeCl3 (40, 80, 120, 160, dan 200 mg/L), maupun PAC (0.09, 0.18, 0.45, 0.90, dan 1.80 g/L). Pengadukan cepat (40 rpm) dan lambat (120 rpm) masing - masing dilakukan selama 1 menit dan 20 menit untuk chemical precipitation, sedangkan pengadukan sebesar 150 rpm selama 3 jam untuk adsorpsi. Sampel dianalisis, ketika waktu pengendapan mencapai 15 menit (chemical precipitation) dan 30 menit (adsorpsi). Simulasi menunjukkan dosis optimum (160 mg/L) FeCl3 mampu menyisihkan 68% fenol dan 43.6% COD. Sedangkan adsorpsi mengungkapkan bahwa PAC pada dosis optimum 1.8 g/L mengeradikasi fenol (92%) dan COD (70%). Secara keseluruhan dapat disimpulkan bahwa adsorpsi merupakan teknologi potensial terbaik untuk IPAL Rumah Sakit Universitas Indonesia.

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Universitas Indonesia Hospital WWTP has long experienced challenges in removing phenol content which often exceeds quality standards. The anomaly in the COD value in previous studies, as well as the tendency for the effluent to be higher than the influent which requires COD to be a parameter that also needed attention. For this reason, research was carried out on optimizing phenol and COD levels in WWTP RSUI. This study aims to (1) analyze the potential wastewater treatment technology based on a review of the literature and the existing WWTP conditions; (2) Analyze the concentration of phenol and COD in the sump pit, neutralization, sterilization, grease trap, inlet and outlet of WWTP; and (3) evaluating the phenol and COD removal effectiveness of the selected technology with laboratory simulations. This study uses a decision matrix to select five potential technologies (adsorption, photocatalysis, phytoremediation, ion exchange, and chemical precipitation). The results show that the technology that has been selected through a decision matrix are adsorption and chemical precipitation. Jar test experiments were carried out with different doses, both for FeCl3 (40, 80, 120, 160, and 200 mg/L), and PAC (0.09, 0.18, 0.45, 0.90, and 1.80 g/L). Rapid (40 rpm) and slow (120 rpm) mixing were carried out for 1 minute and 20 minutes respectively for chemical precipitation, while mixing at 150 rpm for 3 hours for adsorption. Samples were analyzed, when the settling time reached 15 minutes (chemical precipitation) and 30 minutes (adsorption). Simulation of the optimum dose (160 mg/L) of FeCl3 was able to remove 68% phenol and 43.6% COD. While adsorption revealed that PAC at the optimum dose of 1.8 g/L eradicated phenol (92%) and COD (70%). Overall, it can be said that adsorption is the best potential technology for Universitas Indonesia Hospital WWTP."

"Zat pewarna sintetik merupakan salah satu komponen yang paling berbahaya dari limbah cair tekstil. Limbah yang mengandung banyak senyawa organik terutama zat pewarna menyebabkan nilai Chemical Oxygen Demand (COD) tinggi. Zat pewarna remazol blue merupakan zat pewarna reaktif yang banyak digunakan untuk proses pencelupan tekstil. Limbah zat pewarna ini jika dibuang tanpa pengolahan terlebih dahulu akan menyebabkan pencemaran air. Pada penelitian ini, inovasi teknologi pengolahan limbah diterapkan dalam reaktor plasma Dielectric Barrier Discharge (DBD). Reaktor plasma DBD merupakan reaktor plasma non- termal yang dirancang untuk mendegradasi senyawa organik dan anorganik dalam limbah cair melalui proses oksidasi oleh spesi-spesi aktif, seperti O3, H2O2 dan •OH, yang terbentuk dalam reaktor. Penelitian ini bertujuan untuk mengevaluasi kinerja reaktor plasma DBD non-termal dalam mendegradasi limbah cair yang mengandung salah satu zat pewarna tekstil, yaitu remazol blue. Persentase degradasi yang dicapai yaitu sebesar 98,43% dalam waktu proses 120 menit dengan konsentrasi akhir sebesar 0,75 mg/L. Kondisi optimum diperoleh pada nilai pH 4, laju alir udara 2,5 L/menit, laju alir limbah 50 mL/menit, dan tegangan sekunder NST 19 kV. Nilai COD juga mengalami penurunan hingga 45,67%.

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ABSTRACTSynthetic dyes are one of the most dangerous component of textile wastewater. Waste that contains many organic compounds, especially dyes, causes high Chemical Oxygen Demand (COD) values. Remazol blue is a reactive dye that is widely used for the textile dyeing process. If the dye waste is discharged without prior treatment, it will cause water pollution. In this research, innovation in waste treatment technology is applied in the Dielectric Barrier Discharge (DBD) plasma reactor. DBD plasma reactors are non-thermal plasma reactors designed to degrade organic and inorganic compounds in liquid waste through the oxidation process by active species, such as O3, H2O2 and •OH, which are formed in the reactor. This study aims to evaluate the performance of non-thermal DBD plasma reactor in treating wastewater containing one of the textile dyes, namely remazol blue. Percentage of degradation achieved was 98.43% in the process time of 120 minutes with a final concentration of 0.75 mg/L. The optimum conditions were obtained at pH value of 4, air flow rate of 2.5 L/min, liquid flow rate of 50 mL / min, and a primary NST voltage of 19 kV. The value of COD also decreased to 45.67%."

"PT X merupakaan perusahaan penetasan telur ayam yang menerapkan sistem daur ulang air limbah untuk mengurangi pengambilan air tanah dan pembuangan air limbah. Sistem daur ulang air limbah yang berkelanjutan harus layak secara teknologi, ekonomi dan sosial. Namun masalah dalam penelitian ini adalah ketiadaan informasi kelayakan dan strategi pengembangannya. Tujuan dari penelitian ini adalah mengevaluasi keberlanjutan penerapan sistem daur ulang air limbah di PT X dan merumuskan strategi pengembangannya. Metode penelitian yang digunakan diantaranya mengevaluasi efisiensi penggunaan air tanah, penurunan konsentrasi pencemar air limbah, analisis biaya manfaat, analisa persepsi & tingkat pengetahuan masyarakat kemudian pengembangan strategi dengan metode SWOT. Hasil penelitian menunjukkan sistem daur ulang air limbah mampu meningkatkan efisiensi penggunaan air tanah secara rata-rata sebesar 30,18%, performa penurunan konsentrasi pencemar untuk parameter BOD5, COD, TSS, Minyak dan lemak diatas 70% dan mampu memenuhi baku mutu yang diharapkan, dan memiliki kelayakan ekonomi dengan nilai NPV positif dan BCR>1. Selain itu mayoritas masyarakat sekitar perusahaan memiliki pengetahuan lingkungan lebih dari cukup dan perspektif positif terhadap daur ulang air limbah PT X. Strategi peningkatan kekuatan & peluang cocok diterapkan untuk pengembangan berkelanjutan. Secara umum daur ulang air limbah layak diterapkan dalam industri sejenis. Kesimpulan dari penelitian ini adalah sistem daur ulang air limbah yang diterapkan PT X memiliki kelayakan teknologi, ekonomi dan sosial dan dapat dikembangkan melalui peningkatan teknologi daur ulang air limbah dan pemanfaatan peluang eksternal

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PT X is a poultry hatchery company that implements a wastewater recycling system to reduce groundwater extraction and wastewater disposal. The sustainable wastewater recycling system must be technologically, economically, and socially feasible. However, the problem in this research is the lack of feasibility information and development strategies. The objective of this research is to evaluate the sustainability of implementing the wastewater recycling system at PT X and formulate development strategies. Research methods include evaluating the efficiency of groundwater use, reducing pollutant concentrations in wastewater, cost-benefit analysis, analyzing community perceptions and knowledge levels, and developing strategies using the SWOT method. The research results indicate that the wastewater recycling system can improve the efficiency of groundwater use by an average of 30.18%. The performance in reducing pollutant concentrations for parameters such as BOD5, COD, TSS, oil, and fat is above 70%, meeting the expected quality standards. It is economically viable with a positive NPV and BCR > 1. Additionally, the majority of the community around the company has sufficient environmental knowledge and a positive perspective on PT X's wastewater recycling. Strengthening internal strengths and capitalizing on external opportunities are suitable strategies for sustainable development. In conclusions, wastewater recycling is feasible for similar industries. The conclusion of this research is that PT X's implemented wastewater recycling system is technologically, economically, and socially feasible and can be developed through improved wastewater recycling technology and leveraging external opportunities."

"Resistensi antibiotik terjadi karena adanya penyalahgunaan antibiotik. Salah satu dari dampak resistensi antibiotik adalah produksi enzim ESBL (Extended Spectrum Beta-Lactamase) pada bakteri. WHO menciptakan tricycle protocol untuk pengawasan global pada bakteri E.coli penghasil ESBL (ESBL-Ec) salah satunya di lingkungan. Penelitian ini memilih objek studi air drainase dan air sungai di Kawasan DKI Jakarta berdasarkan standar ekonomi. Tujuan penelitian ini adalah untuk menganalisis konsentrasi E.coli, ESBL-Ec, rasio ESBL-Ec terhadap E.coli, dan pengaruh lokasi pengambilan sampel terhadap konsentrasi E. coli dan ESBL-Ec. Metode prevalensi E.coli dan ESBL-Ec dilakukan dengan metode spread plate dan antibiotic susceptibility test (AST). Hasil pengujian menunjukkan rata-rata konsentrasi E.coli kategori menengah atas sebesar 4,8x106 CFU/100 mL, menengah sebesar 3,9x106CFU/100 mL, dan menengah bawah sebesar 6,5x106 CFU/100 mL dengan nilai konsentrasi terbesar 9,1x106 CFU/100 mL pada kategori menengah bawah. Rasio ESBL-Ec terhadap E.coli pada setiap sampel berada diangka 0,74%-12,24%. Terdapat tiga lokasi yang tidak ditemukan konfirmasi ESBL-Ec sehingga rasio 0%. Lokasi pengambilan sampel mempengaruhi tinggi rendahnya konsentrasi E.coli dan ESBL-Ec terutama lokasi sampel dengan kategori menengah bawah yang memiliki kepadatan penduduk yang tinggi dan sanitasi yang rendah. Masih adanya prevalensi ESBL-Ec di DKI Jakarta menunjukkan perlu adanya pengawasan penggunaan antibiotik oleh fasilitas kesehatan dan peningkatan sanitasi masyarakat seperti penyuluhan kepada masyarakat demi kesehatan dan keamanan.

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Antibiotic resistance occurs due to the misuse of antibiotics. One of the impacts of antibiotic resistance is the production of ESBL (Extended Spectrum Beta-Lactamase) enzymes in bacteria. WHO has established the tricycle protocol for global surveillance of ESBL-producing E. coli (ESBL-Ec) bacteria, including in the environment. This study selected drainage water and river water in the Jakarta area based on economic standards as the study objects. The aim of this research is to analyze the concentration of E. coli, ESBL-Ec, the ratio of ESBL-Ec to E. coli, and the effect of sampling locations on the concentration of E. coli and ESBL-Ec. The prevalence method for E. coli and ESBL-Ec was conducted using the spread plate method and antibiotic susceptibility test (AST). The test results showed the average concentration of E. coli in the upper-middle category was 4.8×106 CFU/100 mL, middle category was 3.9×106 CFU/100 mL, and lower-middle category was 6.5×106CFU/100 mL, with the highest concentration value of 9.1×106CFU/100 mL in the lower-middle category. The ratio of ESBL-Ec to E. coli in each sample ranged from 0.74% to 12.24%. There were three locations where ESBL-Ec was not detected, resulting in a 0% ratio. The sampling location influenced the concentration of E. coli and ESBL-Ec, particularly in lower-middle category locations with high population density and poor sanitation. The continued prevalence of ESBL-Ec in Jakarta indicates the need for monitoring antibiotic use in medical facility and improving community sanitation for public health and safety."

"Pencemaran air dan udara menjadi tantangan utama dalam pengelolaan lingkungan saat ini, karena membahayakan kehidupan manusia dan kehidupan lainnya. Limbah cair industri tahu, sebagai studi kasus penelitian ini, adalah salah satu limbah berbahaya karena banyak mengandung bahan yang membahayakan lingkungan dan kehidupan air serta menghasilkan bau yang menyengat. Sedangkan NOx (NO dan NO2) adalah salah satu pencemar udara yang membahayakan kehidupan dan dapat mengakibatkan terjadinya infeksi pernapasan. Penelitian ini bertujuan untuk membuat membran datar berbasis Polivinilidena Fluorida (PVDF) menggunakan aditif Polivinilpirolidona (PVP) dengan variasi komposisi 14,9/0,1; 14,85/0,15 dan 14,8/0,2 gram PVDF/gram PVP. Membran datar dimanfaatkan untuk mengolah limbah cair industri tahu dengan proses ultrafiltrasi (UF) yang sebelumnya diolah dengan proses koagulasi-flokulasi melalui jar tester menggunakan poli aluminium klorida (PAC) sebagai koagulan. Penelitian ini juga bertujuan untuk membuat membran serat berongga berbasis PVDF tanpa aditif untuk penyisihan gas NOx menggunakan berbagai senyawa absorben, yaitu larutan hidrogen peroksida dan asam nitrat (H2O2-HNO3), natrium klorit dan natrium hidroksida (NaClO2-NaOH), serta natrium klorat dan natrium hidroksida (NaClO3-NaOH). Untuk memahami dan membandingkan perubahan sifat fisik dan kimia yang terjadi, dilakukan karakterisasi membran diantaranya pemindaian mikroskop elektron (SEM), sudut kontak air, dan Fourier Transform Infrared Spectroscopy (FTIR). Berdasarkan karakterisasi membran datar berbasis PVDF untuk pengolahan limbah cair industri tahu, penambahan aditif PVP memperbesar ukuran dan distribusi pori serta membuat membran bersifat lebih hidrofilik sehingga meningkatkan permeabilitas serta nilai fluks. Hasil penelitian menunjukkan bahwa pengaruh PVP terhadap fluks yang paling besar yaitu pada membran PVDF/PVP 0,15 baik air maupun limbah cair industri tahu. Persentase rejeksi tertinggi untuk TSS, TDS dan kekeruhan diamati pada membran PVDF/PVP 0,1 secara berturut-turut besar 99,11%, 23,49% dan 96,67%. Pada penyisihan gas NOx didapatkan bahwa kekuatan oksidan mempengaruhi efisiensi penyisihan NOx. Larutan penyerap yang mengandung hidrogen peroksida memiliki efisiensi penyisihan tertinggi karena merupakan oksidan yang paling kuat, diikuti oleh natrium klorit dan natrium klorat dengan nilai secara berturut-turut sebesar 99,7%, 99,2% dan 99,3%. Ketiga senyawa absorben memberikan efisiensi penyisihan NOx yang tinggi (di atas 90%), yang berarti bahwa semua absorben yang digunakan dalam penelitian ini sangat potensial digunakan untuk mereduksi NOx melalui proses basah. Efisiensi penyisihan NOx pada laju aliran gas umpan yang sama meningkat seiring dengan peningkatan jumlah serat dan konsentrasi penyerap. Namun, efisiensi penghilangan NOx berkurang karena laju aliran gas umpan meningkat pada modul membran dan konsentrasi penyerap yang sama.

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Water and air pollution have become significant challenges in current environmental management, posing threats to human life and other organisms. Wastewater from the tofu industry, as the case study in this research, is one hazardous waste due to its high content of environmentally harmful substances, affecting aquatic life and emitting a pungent odor. Meanwhile, nitrogen oxides (NOx), including NO and NO2, are air pollutants that endanger life and can lead to respiratory infections. This research aims to develop a flat sheet membrane based on Polyvinylidene Fluoride (PVDF) using Polyvinylpyrrolidone (PVP) as an additive with various composition of 14.9/0.1; 14.85/0.15; and 14.8/0.2 grams of PVDF/gram of PVP. The flat sheet membrane is utilized for tofu wastewater from the tofu industry using the ultrafiltration (UF) process, preceded by coagulation-flocculation through jar testing using poly aluminum chloride (PAC) as a coagulant. Additionally, the study aims to create a hollow fiber membrane based on PVDF without additives for NOx gas removal using various absorbent compounds, namely hydrogen peroxide and nitric acid (H2O2-HNO3), sodium chlorite and sodium hydroxide (NaClO2-NaOH), and sodium chlorate and sodium hydroxide (NaClO3-NaOH). To understand and compare the physical and chemical property changes, membrane characterization was conducted, including scanning electron microscopy (SEM), water contact angle, and Fourier Transform Infrared Spectroscopy (FTIR). Based on the characterization of the PVDF-based flat sheet membrane for treating wastewater from the tofu industry, the addition of PVP enlarges pore size and distribution, making the membrane more hydrophilic, thereby increasing permeability and flux. The research results indicate that the most significant impact of PVP on flux is observed in the PVDF/PVP 0.15 membrane, both for water and wastewater from the tofu industry. The highest rejection percentages for TSS, TDS, and turbidity are observed in the PVDF/PVP 0.1 membrane, with values of 99.11%, 23.49%, and 96.67%, respectively. In NOx gas removal, it is found that the oxidizing strength influences the efficiency of NOx removal. The absorbent solution containing hydrogen peroxide shows the highest removal efficiency as it is the strongest oxidizer, followed by sodium chlorite and sodium chlorate with values of 99.7%, 99.2%, and 99.3%, respectively. All three absorbent compounds exhibit high NOx removal efficiency (above 90%), suggesting their great potential for NOx reduction through the wet process. The efficiency of NOx removal at the same feed gas flow rate increases with the rising number of fibers and absorbent concentration. However, the removal efficiency decreases as the feed gas flow rate increases for the same membrane module and absorbent concentration."

"Pada penelitian ini, penggunaan generator gelembung mikro untuk mengolah air baku Sungai Cikeas diteliti lebih lanjut secara proses flotasi dan aerasi. Penelitian dilakukan untuk mengetahui waktu kontak optimum pengolahan, hubungan antara konsentrasi DO dengan kontaminan lainnya, serta perbandingan efisiensi penyisihan kontaminan dengan pemberian koagulan PAC. Penggunaan generator gelembung mikro menggunakan metode aerasi dan flotasi untuk menyisihkan kontaminan kekeruhan, besi, mangan, TSS, BOD dan COD.  Dilakukan percobaan dengan koagulan dan tanpa koagulan untuk air sampel yang sama. untuk melihat pengaruh pemberian koagulan pada efisiensi penyisihan. Ditemukan bahwa waktu kontak optimum untuk penurunan konsentrasi kekeruhan, TSS, besi dan mangan  rentang 20 - 30 menit, 20 - 30 menit, 10 - 30 menit dan 30 - 60 menit. Peningkatan persentase penyisihan antara pemberian koagulan dan tanpa koagulan. Waktu kontak optimum dari peningkatan oksigen terlarut (DO) adalah 10 menit. Waktu kontak optimum dari pengoperasian generator gelembung mikro secara keseluruhan adalah 10 menit sebagai pengolahan Dissolved Air Flotation (DAF). Hubungan Konsentrasi DO dengan penurunan konsentrasi parameter dianalisis dimana konsentrasi berbanding terbalik. Serta peningkatan persentase penyisihan untuk kekeruhan, besi, mangan dan TSS adalah 27%, 79.65%, 0% dan 3% dengan pemberian koagulan. Penggunaan generator gelembung mikro sendiri lebih baik performa flotasi dan aerasinya apabila dilakukan pemberian koagulan pada dosis optimum.

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In this study, the application of microbuble generator to treat cikeas river raw water is furthered researched. The study is conducted to know the optimum retention time of treatment, the correlation between dissolved oxygen concentration with other contaminant, and the comparison of the contaminant removal efficiency for treatment with or without the addition of optimum dose coagulant PAC. The application of microbubble generator uses methods such as aeration and flotation to reduce turbidity, iron, manganese, TSS, BOD and COD contaminant. A same sample of cikeas river raw water is treated both ways, with coagulant and without coagulant to see the effect on the removal efficiency. It is found that the optimum retention time for decreasing turbidity, iron and manganese, Total suspended solid, is in the range 20-30 minutes, 20 -30 minutes, 10-30 minutes and 30-60 minutes.  Whereas, the optimum retention time  for dissolved oxygen is 10 minutes. In conclusion, the system as a whole has an optimum contact time of 10 minutes as a Dissolved Air Flotation (DAF) type unit. The increase in removal efficiency as a result of using coagulant in the treatment process for turbidity, iron, manganese, and total suspended solid are 27%,  79.65%, 0% and 3%. The performance of aeration and flotation process in the application of microbubble generator is better with the use of coagulant at the optimum dose."