Pengolahan Air Lindi Dengan Proses Biofilter Anaerob-Aerob Dan  Denitrifikasi

Said, Nusa Idaman; Hartaja, Dinda Rita K.

doi:10.29122/jai.v8i1.2380

Cited by 21 publications

(32 citation statements)

References 4 publications

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“…Waktu tinggal setiap bak pengolahan sangat mempengaruhi hasil air olahan, semakin lama waktu tinggal yang dibutuhkan, maka efisiensi penurunan kadar setiap parameter semakin tinggi. Berdasarkan literatur yang didapat, waktu tinggal pada setiap bak pengolahan bervariasi, menurut Said (2006) dengan beban permukaan 20 -50 m 3 /hari, waktu tinggal yang dibutuhkan pada bak pengendap awal 3 -5 jam, bak pengolahan anaerob-aerob 6 -8 jam, dan bak pengendap akhir 2 -5 jam. Sedangkan dengan beban permukaan 150 m 3 /hari, waktu tinggal yang dibutuhkan pada bak pengumpul dan bak ekualisasi 4 -8 jam, Sugiharto (1987) sebelum memasuki proses pengolahan, perlu dilakukan pembersihan agar mempercepat kinerja pengolahan selanjutnya.…”

Section: Volume Air Limbahunclassified

“…Menurut Said (2006) waktu tinggal yang dibutuhkan pada bak pengumpul yaitu 4 -8 jam, sedangkan kondisi dilapangan yaitu 20 jam, hal ini membuktikan bahwa bak pengumpul sudah berfungsi sebagaimana mestinya, sehingga parameter yang berperan di bak pengumpul seperti TSS terjadi penurunan yang cukup signifikan (10). b. Bak ekualisasi Air limbah dari bak pengumpul 2 disedot kedalam bak ekualisasi.…”

Section: Volume Air Limbahunclassified

“…Ratarata nilai BOD, COD, dan TSS pada bak ekualisasi terjadi penurunan yaitu BOD 95 mg/l, COD 386 mg/l, dan TSS 109 mg/l, hal ini dikarenakan bak ekualisasi berdasarkan fungsinya tidak hanya menstabilkan aliran, tetapi juga menekan fluktuasi perubahan kandungan senyawa organik sehingga pada bak ekualisasi sudah berfungsi dengan baik, sedangkan parameter Amonia bebas (NH3 -N) tidak ada terjadi peningkatan ataupun penurunan, hal ini dikarenakan tidak ada proses biologis yang terjadi pada bak ekualisasi. c. Bak pengendap akhir Pada proses permulaan pada bak pengolahan anaerob-aerob, sebelumnya harus melalui tahapan pada bak pengendap awal terlebih dahulu, proses yang terjadi pada bak pengendap awal yaitu pengendapan lumpur yang masih tersisa dari proses sebelumnya, pada bak pengendap awal diharapkan terjadinya penurunan parameter TSS dan waktu tinggal yang dibutuhkan yaitu 2 -4 jam (10).Proses yang terjadi dilapangan, waktu tinggal pada bak pengendap awal tidak sesuai dengan yang seharusnya, hal ini disebabkan karena jumlah air limbah yang dihasilkan terlalu banyak, dan proses pengolahan tidak bekerja dengan maksimal.…”

Section: Volume Air Limbahunclassified

“…Waktu tinggal yang dibutuhkan pada bak pengolahan anaerob yaitu 9 jam, sedangkan keadaan dilapangan waktu tinggal pada bak pengolahan anaerob sangat singkat, sehingga proses pengolahan tidak bekerja dengan maksimal (10).…”

Section: Volume Air Limbahunclassified

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Efektifitas Instalasi Pengolahan Air Limbah Rumah Sakit “X” Kabupaten Banjar

Arifin

Istiqamah²,

Hamzani

2016

j. kesehat. lingkung.

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Effectivity of waste water treatment installations in Hospital’s X Banjar Regency.Hospital’s X has a wastewater treatment Installations which began operating from the year 2008 – until now. The system uses the wastewater treatment Installations processing system for aerobic and anaerobic biological in a wastewater treatment process using media hive of bees to do the filtering. In the media there is a biofilm that attached to the media hive of bees to help the process of decomposition of organic and inorganic materials. This research aims to know the performance of waste water treatment installations in Hospital’s X Banjar Regency. This type of research is descriptive, i.e. describe the performance measurement quality by doing the wastewater treatment Installations for parameters pH, temperature, BOD, COD, TSS, and free Ammonia (NH3-N) and compared with Regulation of South Kalimantan Governor number 04 in 2007 about the raw quality of liquid waste for the activities of the hospital. The research design used observation, interviews and measurements. Method of sampling used composite sampling. The results showed that the performance of the the wastewater treatment Installations at Hospital’s X still hasn't been fullest measurement results from the laboratory, the value of the measurement of BOD, COD, TSS and Ammonia free still not qualify. This is due to the existence of problems on aerobic processing, bak bak bak pengendap end, chlorination and a monitoring that is the abundance of mud that settles in the base of the tub because it never done drain the mud. Efforts to improve the performance of the the wastewater treatment Installations i.e. preferably done drain sludge routinely on the bak-bak processing every 6 months, installing blower manual in aerobic processing and adds additional equalization tubs. Keywords: Effectivity of the wastewater treatment Installations, waste water, hospital

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Section: Volume Air Limbahunclassified

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Efektifitas Instalasi Pengolahan Air Limbah Rumah Sakit “X” Kabupaten Banjar

Arifin

Istiqamah²,

Hamzani

2016

j. kesehat. lingkung.

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“…Some researchers found some methods to treat leachate that is produced by landfill. The methods that are researched are biofilter (Said and Hartaja (2015), constructed wetlands (Fajariyah and Mangkoediharjo, 2017), chemical coagulation-flocculation (Rezagama, 2016), and electrocoagulation (Yakobus, 2018). These methods are researched to prevent negative impact to the environment.…”

Section: Introductionmentioning

confidence: 99%

Comparison Study of BOD & COD of Leachate Quality (Case Study in Air Dingin Landfill and Jatibarang Landfill

Al-Hadi

Lestari²,

David³

2019

j.environ.eng.waste.manag.

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<p><strong>Abstract: </strong>Leachate is one of the products that produced by a landfill. Leachate is extremely potential to pollute the environment, such as soil, groundwater and surface water. Air Dingin and Jatibarang landfill have a treatment to treat the leachate produced by the landfill before it is discharged to the environment because it has to be in accordance with Regulation of Ministry of Environment and Forestry of Republic of Indonesia Number P.59/Menlhk/Setjen/Kum.1/7/2016 concern Leachate Standard Quality for Businesses and/or Activities of Landfill. The leachate management in Air Dingin Landfill is controlled landfill, while in Jatibarang landfill, the the leachate management is coagulation-flocculation system. COD and BOD contained in Air Dingin Landfill leachate is lower than Jatibarang Landfill. In order to make leachate more environmental friendly, some innovative methods for leachate management have been developed, such as biofilter, wetlands, coagulation-fluctuation, and electrocoagulation.</p>

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Reducing TSS and COD of Leachate with Constructed Wetland using Water Jasmine (Echinodorus palaefolious) and Spider Plant (Chlorophytum comosum)

2023

Nusantara Science and Technology Proceedings

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Leachate is water that comes from piles of rubbish that seeps in with dissolved or suspended material from the decomposition of rubbish. The contents of leachate include BOD, COD, pH, ammonia-nitrogen, heavy metals and suspended solids. One type of leachate treatment is a constructed wetland. A constructed wetland is a treatment that is engineered with a planned and controlled wastewater treatment system that involves the function of plants, media, and microorganism. This constructed wetland in this research uses subsurface flow with a continuous method on a laboratory scale. In this research, there were several variations such as plants, sampling times and discharge. The plants used are water jasmine (Echinodorus palaefolius) and spider plant (Chlorophytum comosum). With variations in discharge of 5L/day, 7L/day, 9L/day as well as variations in sampling time on the 6th, 8th, 10th, 12th, 14th day. The best TSS and COD reduction results in this study were at discharge of 5L/day on sampling time on the 14th day of 96,3% and 94,4% for water jasmine and 92,6% and 88,9% for spider plants. The pH and temperature in this study were observed for 14 days and it was found that the lowest pH and temperature for water jasmine and spider plant were 7,1 and 26,7°C, 7,6 and 26,7°Cfor spider plant.

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Pengolahan Air Lindi Dengan Proses Biofilter Anaerob-Aerob Dan Denitrifikasi

Cited by 21 publications

References 4 publications

Efektifitas Instalasi Pengolahan Air Limbah Rumah Sakit “X” Kabupaten Banjar

Efektifitas Instalasi Pengolahan Air Limbah Rumah Sakit “X” Kabupaten Banjar

Comparison Study of BOD & COD of Leachate Quality (Case Study in Air Dingin Landfill and Jatibarang Landfill

Reducing TSS and COD of Leachate with Constructed Wetland using Water Jasmine (Echinodorus palaefolious) and Spider Plant (Chlorophytum comosum)

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