Evaluation Of Communal Wastewater Treatment Plant Operating Anaerobic Baffled Reactor And Biofilter

Pondok pesantren menyediakan asrama sebagai tempat menghuni para siswa. Beberapa kegiatan di asrama ini menghasilkan limbah. Semakin banyak penghuni yang menempati asrama semakin banyak pula limbah yang dihasilkan, salah satunya adalah limbah cair hasil dari kegiatan MCK. Pondok pesantren Nurul Musthofamemiliki jumlah penghuni dengan kapasitas maksimal 475 orang, sehingga apabila penghuni tersebut memenuhi kapasitas terbanyak, maka limbah yang akan dihasilkan adalah 45,6 m3/hari. Pondok pesantren ini memiliki beberapa sarana sanitasi yang kurang layak, oleh sebab itu perlu adanya upaya perbaikan sanitasi yakni merencanakan instalasi pengolahan air limbah domestik.yakni Anaerobic Baffled Reactor (ABR). Kualitas air limbah domestik BOD, COD, TSS, pH yang digunakan sebagai perencaaan yaitu 167mg/l, 469mg/l, 209mg/l, 7. ABR yang akan direncanakan memiliki 5 kompartemen dengan total dimensinya panjang, lebar, dan kedalaman adalah 9,85 meter, 2.8 meter, dan 2.3 meter. Biaya yang dibutuhkan untuk pembangunan ABR ini adalah Rp.225.000.000,00, dengan waktu kegiatan pembangunan yang direncanakan adalah 5 bulan. Kata Kunci : Anaerobic Baffled Reactor, Air Limbah domestic, Asrama, Pondok Pesantren. The Boarding school provides the dormitory as a living place for the students. Some of the activities in the dorm produce the wast. The more people who live in the dorm, the more waste that will beproduce, whice one is the wastewater from Bathing, Washing, and to defecate. Nurul Musthofa Boarding school has the occupants by maximal capacity of 475 people, if the occupants fill the most excessily capacity, the the wastewater that will be produced is 45.6 m3/day. This Boarding school has some inapproviate sanitation facilities, therefore it needs an improvement of the sanitation, that is to design the Wastewater Treatment Plant Anaerobic Baffled Reactor (ABR). The quality of domestic wastewater BOD, COD, TSS, pH used as planning is 167mg/l, 469mg/l, 209mg/l, 7. ABR planned to have 5 compartementswith a total dimesion of length, width, and depth is 9,85 meter, 2.8 meter, dan 2.3 meter. The cost needed for the construction of this ABR is Rp.225.000.000,00 Keywords : Anaerobic Baffled Reactor, the boarding school, the dormitory, wastewater.

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Experimental Study for ABR to Treat the Domestic Sewage

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.393-395.1217 ◽

2011 ◽

Vol 393-395 ◽

pp. 1217-1223

Author(s):

Ji Zhao ◽

Yong Sheng Shi ◽

Qi Jun Lu

Keyword(s):

Experimental Study ◽

Wastewater Treatment ◽

Wastewater Treatment Plant ◽

Small Town ◽

Treatment Plant ◽

Domestic Sewage ◽

Effect Of Temperature ◽

Anaerobic Baffled Reactor ◽

Actual Operation ◽

Degradation Effect

As the Anaerobic Baffled Reactor (ABR) is very applicable to the wastewater treatment plant of Chinese small town, we studied about the performance of ABR at different Hydraulic Retention Times (HRTs) 、the degradation effect of the four compartments of ABR and the effect of temperature to the degradation, to offer the useful reference and instruction for actual operation.

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Identifying the True Hydraulic Capacity of a Wastewater Treatment Plant

Current Practices in Cold Regions Engineering ◽

10.1061/40836(210)21 ◽

2006 ◽

Author(s):

A. Stachowiak

Keyword(s):

Wastewater Treatment ◽

Wastewater Treatment Plant ◽

Treatment Plant

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168. Bioaerosols in an Industrial Wastewater Treatment Plant

10.3320/1.2766088 ◽

2002 ◽

Author(s):

W. Lin ◽

C. Hsieh

Keyword(s):

Wastewater Treatment ◽

Wastewater Treatment Plant ◽

Industrial Wastewater ◽

Treatment Plant ◽

Industrial Wastewater Treatment

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Travel Report of Wastewater Treatment Plant in Krasnoyarsk, Russia

Journal of The Institute of Environmental Studies ◽

10.15336/jies.2016.20.1 ◽

2016 ◽

Vol 20 ◽

pp. 1-6

Author(s):

Bong-Su Lim ◽

Keyword(s):

Wastewater Treatment ◽

Wastewater Treatment Plant ◽

Treatment Plant

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Analysis and balance of phosphorous removal from wastewater at urban wastewater treatment plant

Pollack Periodica ◽

10.1556/606.2020.15.2.13 ◽

2020 ◽

Vol 15 (2) ◽

pp. 142-151

Author(s):

Peter Lukac ◽

Lubos Jurik

Keyword(s):

Wastewater Treatment ◽

Wastewater Treatment Plant ◽

Wastewater Treatment Plants ◽

Sewage Treatment ◽

Sewage Treatment Plant ◽

Treatment Plant ◽

Phosphorus Recovery ◽

Anaerobic Sludge ◽

Biological Phosphorus Removal ◽

The Mean

Abstract:Phosphorus is a major substance that is needed especially for agricultural production or for the industry. At the same time it is an important component of wastewater. At present, the waste management priority is recycling and this requirement is also transferred to wastewater treatment plants. Substances in wastewater can be recovered and utilized. In Europe (in Germany and Austria already legally binding), access to phosphorus-containing sewage treatment is changing. This paper dealt with the issue of phosphorus on the sewage treatment plant in Nitra. There are several industrial areas in Nitra where record major producers in phosphorus production in sewage. The new wastewater treatment plant is built as a mechanicalbiological wastewater treatment plant with simultaneous nitrification and denitrification, sludge regeneration, an anaerobic zone for biological phosphorus removal at the beginning of the process and chemical phosphorus precipitation. The sludge management is anaerobic sludge stabilization with heating and mechanical dewatering of stabilized sludge and gas management. The aim of the work was to document the phosphorus balance in all parts of the wastewater treatment plant - from the inflow of raw water to the outflow of purified water and the production of excess sludge. Balancing quantities in the wastewater treatment plant treatment processes provide information where efficient phosphorus recovery could be possible. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. There are also two outflows - drainage of cleaned water to the recipient - the river Nitra - 9.9 kg Ptot/day and Ptot content in sewage sludge - about 120.3 kg Ptot/day - total 130.2 kg Ptot/day.

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