scholarly journals DOMESTIC COMMUNAL WASTEWATER TREATMENT PLANT EVALUATION IN SINDANGRASA, BOGOR, INDONESIA

2020 ◽  
Vol 4 (1) ◽  
pp. 31-36
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Quality Standard ◽  
Total Coliform ◽  
Processing Efficiency ◽  
Regulatory Standards ◽  
Plant Evaluation

The communal domestic wastewater treatment plant functions to collect and treat domestic wastewater at the source location according to the communal scale treatment capacity. The communal Wastewater Treatment Plant (WWTP) in RT (neighborhood association) 01 / RW (citizen association) 09 Sindangrasa was built in 2016 using the Anaerobic Baffled Reactor (ABR) system. This study aims to evaluate the Communal WWTP by analyzing the quality of wastewater compared to PerMenLH No. 68 of 2016, calculates the processing efficiency and analyzes the water quality of the community wells around the Communal WWTP compared to regulation of PerMenKes No.416/MENKES/PER/IX/1990. Data collection techniques using the Slovin technique in the pre-research stage, direct sampling on location and testing in an accredited laboratory. The results showed the quality of wastewater exceeds the quality standard for BOD, TSS and Total Coliform parameters, the quality of residents' well water exceeds the quality standard for parameters pH, Cr VI and Total Coliform. Communal WWTPs in RT 01/ RW 09 Sindangrasa have not been efficient in treating residents' domestic wastewater. The management of Communal WWTPs needs to be improved so that the effluent quality and processing efficiency values ​​meet the specified regulatory standards.

scholarly journals Efektivitas Pengolahan Air Limbah Domestik Grey Water Dengan Proses Biofilter Anaerob dan Biofilter Aerob (Studi Kasus: IPAL INBIS Permata Bunda, Bontang)

2020 ◽  
Vol 5 (4) ◽  
Author(s):  
Muhammad Busyairi ◽  
Nikita Adriyanti ◽  
Abdul Kahar ◽  
Dian Nurcahya ◽  
Sariyadi Sariyadi
Keyword(s):  
Wastewater Treatment ◽  
Organic Pollutant ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Quality Standards ◽  
Quality Standard ◽  
Total Coliform ◽  
Wastewater Treatment Process ◽  
Fatty Oil ◽  
Domestic Wastewater Treatment

Domestic wastewater from non toilets is referred to as grey wastewater, domestic wastewater from bathing, washing and from the kitchen. Incubator Bisnis (INBIS) Permata Bunda is a forum for the application of entrepreneurial skills (apprenticeship) for people with disabilities residing in Kampung Aren, Bontang City, East Kalimantan. Grey wastewater treatment at INBIS Permata Bunda with a grease trap, filtration, sedimentation, anaerobic biofilter, aerobic biofilter, sedimentation and control. The research objective was to determine the effectiveness of INBIS Domestic WWTP to reduce organic pollutant loads based on the quality standard parameters of domestic wastewater from the Minister of Environment and Forestry Regulation No.P.68 of 2016 those are the parameters of pH, BOD, COD, TSS, fatty oil, ammonia, and total coliform. The domestic wastewater treatment process for grey wastewater has a reduced effectiveness ranging from 56.73% - 97.65% and has met the quality standards for the parameters, pH, BOD, COD, ammonia, fatty oil, and total coliform, but for TSS parameters and total coliform needs operational evaluation. Grey waterwater from the INBIS domestic wastewater treatment plant has the potential to become an alternative water source for watering plants (afforestation) if the processing results are in accordance with quality standards.

scholarly journals WASTEWATER TREATMENT EFFICIENCY CASE OF OXYLAG WASTEWATER TREATMENT PLANT, MHAYA (MOROCCO)

2017 ◽  
Vol 5 (3) ◽  
pp. 167-173
Author(s):  
Bouhlal A. ◽  
Chahlaoui A. ◽  
Bouzid J. ◽  
Farhaoui M.
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Treatment Efficiency ◽  
High Purification ◽  
Nominal Capacity ◽  
The Subject ◽  
Pollution Removal

The wastewater from the urban commune of Mhaya (Morocco) was rejected directly into Ben Kazza river without treatment. This situation caused a widespread, massive, varied and insidious pollution of the environment. A wastewater treatment plant (WWTP) has been constructed in 2010 in order to preserve the nature surrounding the center. Called Oxylag, the plant has a nominal capacity of 6000 Equivalent Inhabitants. It is based on intensive treatment and it is considered as pilot and unique in Morocco. The treatment is consisting on three basins ventilated by insufflation of artificial air and a basin of finishing. The present study aim is the assessment of the purification performance of this plant during 2012, through the analysis of the pollution parameters (COD, BOD5 and TSS), which is the subject of the Moroccan standards on the quality of domestic wastewater defined by the decree Number 1607-06 of 25 July 2006. The results show a high purification performance in terms of carbon pollution removal (93% for BOD5, 79% for COD and 64% for TSS).

scholarly journals Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta

2019 ◽  
Vol 16 (3) ◽  
pp. 172-179
Author(s):  
Ayu Utami ◽  
Nandra Eko Nugroho ◽  
Salam Via Febriyanti ◽  
Thamzez Nuur Anom ◽  
Ahmad Muhaimin
Keyword(s):  
Wastewater Treatment ◽  
Water Body ◽  
Wastewater Treatment Plant ◽  
Biological Treatment ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Total Coliform ◽  
Primary Data ◽  
Treatment Tank ◽  
Domestic Wastewater Treatment

As population increases, domestic wastewater generated will increase as well. Domestic wastewater needs to be treated properly so as not to pollute the recipient's water body. Kampung Kandang already has a communal domestic wastewater treatment plant (WWTP) to treat domestic wastewater generated by citizens. The problem from the citizens is that the WWTP needs to be rehabilitated because the amount of sludge floating in the first biological treatment tank and still has a disturbing odor. Alternative solution for this problem is by rehabilitating WWTPs so that their functions are more optimal. The purpose of this study was to evaluate domestic wastewater in Kampung Kandang. The methods used in evaluating the wastewater i.e. analysis of primary data, calculation of standard stream evaluation and calculation of removal percentage. Communal Domestic WWTP needs to remove COD, BOD, TSS, Ammonia, and Total Coliforms parameters of 97.7%, 98.9%, 42.7%, 95.6%, and 99.9%. WWTP has already removed the TSS and ammonia. BOD, COD, and total coliform should be reduced by WWTP as much for each parameter are 25, 9%, 35%, and 95, 83%. Wastewater evaluation data can be used as a basis for the design of rehabilitation to be carried out at the Communal Domestic WWTP in Kampung Kandang.

scholarly journals Evaluasi Pengolahan Air Limbah Domestik dengan IPAL Komunal di Kota Bogor

2018 ◽  
Vol 19 (2) ◽  
pp. 229
Author(s):  
Dhama Susanthi ◽  
Mohammad Yanuar Purwanto ◽  
Suprihatin Suprihatin
Keyword(s):  
Wastewater Treatment ◽  
Treatment Plant ◽  
Secondary Data ◽  
Domestic Wastewater ◽  
Quality Standard ◽  
Total Coliform ◽  
Oil And Grease ◽  
Anaerobic Baffled Reactor ◽  
Effluent Quality ◽  
Wwtp Effluent

ABSTRACTOne of domestic wastewater treatment in Bogor City is by using communal WWTP (Wastewater Treatment Plant) system. The communal WWTP treats domestic wastewater with an anaerobic baffled reactor configuration (ABR). This study aims to determine the effluent quality of communal WWTP so that it can be used as reference for related institutions in managing communal WWTP. The effluent from 3 communal WWTPs namely KSM Amanah, Rosella, and Cipendek Indah measured the content of TSS, COD, oil and grease, ammonia, and total coliform. The secondary data of effluent from 40 communal WWTP were obtained from Environment Agency of Bogor City. The result of the effluent analysis is compared with the Minister of Environment and Forestry Regulation No. P.68/2016 on the Quality Standard of Domestic Wastewater. The study showed that the total coliform parameter did not meet the quality standard in 3 communal WWTP locations, COD exceeded the quality standard in KSM Rosella and Cipendek Indah, and TSS above the quality standard in KSM Cipendek Indah. The communal WWTP in Bogor city has not been effective in reducing the pollutant content in domestic wastewater especially BOD and total coliform. The communal WWTP management needs to be improved in order for better effluent.Keywords: domestic waste, communal WWTP, effluent, quality standard, bogor cityABSTRAKSalah satu pengolahan air limbah domestik di Kota Bogor yaitu menggunakan sistem IPAL komunal. IPAL komunal mengolah air limbah domestik dengan konfigurasi anaerobic baffled reactor (ABR). Penelitian ini bertujuan untuk mengetahui kualitas efluen IPAL komunal di Kota Bogor sehingga dapat dijadikan acuan bagi instansi terkait dalam mengelola IPAL komunal. Efluen dari  3 IPAL komunal yaitu KSM Amanah, Rosella, dan Cipendek Indah diukur kandungan TSS, COD, minyak lemak, amonia, dan total coliform. Data sekunder efluen  dari 40 IPAL komunal diperoleh dari Dinas Lingkungan Hidup Kota Bogor. Hasil analisis efluen tersebut dibandingkan dengan baku mutu PermenLHK No. P.68/2016 tentang Baku Mutu Air Limbah Domestik. Penelitian menunjukkan bahwa parameter total coliform tidak memenuhi baku mutu di 3 lokasi IPAL komunal yang diteliti, COD melebihi baku mutu di KSM Rosella dan Cipendek Indah, serta TSS diatas baku mutu teridentifikasi di KSM Cipendek Indah. IPAL komunal di Kota Bogor belum efektif dalam menurunkan kandungan polutan dalam air limbah domestik terutama BOD dan total coliform. Pengelolaan IPAL komunal perlu ditingkatkan agar kualitas efluen yang dihasilkan lebih baik. Kata kunci: limbah domestik, IPAL komunal, efluen, baku mutu, kota bogor

scholarly journals PERENCANAAN BANGUNAN INSTALASI PENGOLAHAN AIR LIMBAH (IPAL) KOMUNAL DOMESTIK DENGAN PROSES ANAEROBIC BAFFLED REACTOR (ABR)PADA ASRAMA PON-PES TERPADU NURUL MUSTHOFA DI KABUPATEN TABALONG KALIMANTAN SELATAN

2019 ◽  
Vol 5 (1) ◽  
Author(s):  
Chairul Abdi ◽  
Riza Miftahul Khair ◽  
Titis Sofi Hanifa
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Treatment Plant ◽  
Domestic Wastewater ◽  
Boarding School ◽  
Anaerobic Baffled Reactor ◽  
Length Width ◽  
The Cost ◽  
Maximal Capacity

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. 

NH4 automatic analysers for wastewater treatment plant: evaluation test at laboratory and field level

1996 ◽  
Vol 33 (1) ◽  
pp. 193-201
Author(s):  
H. Wacheux ◽  
J.-L. Million ◽  
C. Guillo ◽  
E. Alves
Keyword(s):  
Wastewater Treatment ◽  
Response Time ◽  
Wastewater Treatment Plant ◽  
Treatment Plant ◽  
Field Tests ◽  
Time Range ◽  
Data Link ◽  
Factors Of Influence ◽  
June July ◽  
Plant Evaluation

Nine NH4 automatic analysers or monitors were tested in June-July 1995 (among them 2 prototypes): - 5 based on ion electrode; ABB, Applikon, Contronic, Hydro-Environnement, STIP, - 4 based on colorimetry; Danfoss, Data Link (UV absorption), Meerestechnik, Skalar Laboratory tests are aimed to determine response time, repeatability, response linearity, short-term stability, influence of various factors on the measurement. The field test relates to real conditions: all the sensors were installed in parallel at the discharge point of a Wastewater treatment plant (WWTP). Recorded outputs were compared with conventional laboratory analysis of average hourly samples. Response time range from 2 to 21 minutes. Repeatability varies from 1 to 10%, stability from 1 to 17%. Linearity is always good and detection limits (about 0.2 mg/l) do not seem to be critical for use in a WWTP. Among factors of influence, power voltage has limited effect, sample temperature is affecting some monitors, chemical interferents have nearly no effect excepted for one monitor. Field tests have shown that NH4 monitors are still very sensitive and that installation is crucial. Each monitor suffered several failures, some of them required high maintenance and used costly reagents.

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