BOD Parameters Research Articles

Analisis Kualitas dan Indeks Pencemaran Air pada Usaha Budidaya Perikanan di Desa Kota Karang Kecamatan Kumpeh Ulu Kabupaten Muaro Jambi

This research aims to analyze the quality of freshwater cultivation and analyze the pollution index for freshwater cultivation in Desa Kota Karang, Kec. Kumpeh Ulu, Kabupaten Muaro Jambi. This research uses quantitative analysis techniques. The results of analysis and water quality tests concluded that the cultivation ponds in Desa Kota Karang were in the lightly polluted category. Based on research conducted on 10 ponds, there were 3 ponds that met quality standards, the rest were in the lightly polluted category. This is based on tests and analysis of physical, chemical and biological parameters. Meanwhile, the results of the pollution index analysis obtained IP values ranging from 0.88 to 2.91. According to PP Number 22 of 2021, if 1 < IP ≤ 5 then the cultivation pond in Desa Kota Karang is in the lightly polluted category. Based on the results of the air quality analysis and pollution index, the air quality in the cultivation ponds in Kota Karang Village is still suitable for use for fish cultivation. Therefore, it is necessary to carry out further monitoring and recovery efforts for BOD and COD parameters that have exceeded class III quality standards of PP Number 22 of 2021 concerning Freshwater Fisheries Cultivation, so that ponds in Desa Kota Karang remain safe for carrying out cultivation activities.

Analisis Beban Pencemar dan Kapasitas Asimilasi Sungai Klinter Nganjuk

Klinter River in Nganjuk is subjected to pollution loads from various pollution sources, including domestic and industrial waste. Water quality can affect the condition of Klinter River, which is still used by the local community to support daily activities. The parameters analyzed include TSS, COD, BOD, NO3-, NO2-, NH3, PO4, and oil and grease, taken from data provided by the Nganjuk Environmental Agency. The study aims to assess the carrying capacity of Klinter River by analyzing pollutant loads and the river's assimilative capacity. Regression analysis is conducted to obtain equations and graphs illustrating the relationship between pollutant concentration and assimilation capacity for each parameter. The analysis results indicate that COD, BOD, and NH3 parameters are no longer able to undergo self-purification.

Pollutant Load Capacity of Rawa Besar Lake, Depok, West Java

Depok City has dozens of lakes and one of them is Lake Rawa Besar. The Depok government gives priority to Rawa Besar Lake to be development as a tourist destination. At this time the waters of Rawa Besar Lake are in a polluted condition caused by domestic waste, land use change, chicken farming and floating net caramba. The study aims to analyze water quality, determine the carrying capacity of pollutant loads and provide recommendations for pollutant load reduction. The calculation of the Pollution Load Capacity refers to Minister of Environment Regulation No. 28 of 2009. Based on water quality analysis, 5 parameters exceed the quality standard, such as BOD, COD, total phosphate, total nitrogen, and total coliform. Using the model and calculation of the pollutant load capacity of lake and/or reservoir. The pollutant load capacity of Lake Rawa Besar for BOD parameters is 50.26 kg/year while the existing load is 262.76 kg/year, COD is 418.81 kg/year existing load is 1150.41 kg/year, phosphate is 0.50 kg/year existing load 26.45 kg/year, nitrogen 12.56 kg/year existing load 85.88 kg/year and total coliform 8.4 x 104 amount/year existing load 9.6x106 amount/year. The burden of incoming pollutants exceeds the pollutant load capacity of Lake Rawa Besar. Pollution control efforts are carried out by implementing communal wastewater treatment systems such as an Anaerobic Baffled Reactor (ABR).

Microbiology of Industrial, Textile, Domestic and Fish Liquid Waste Treatment (Literature Review)

Microbiological research on waste treatment has been conducted to reduce the concentration of waste pollutants, such as ammonia, nitrites, and sulfide acids. Treatment of Fish Washing Waste with Microorganisms Rhodopseudomonas sp., Lactobacillus sp., Aspergillus sp., Penicilium sp., Sacharomyces sp., and Actinomycets sp. to reduce contaminants from cod fish washing waste. The addition of microorganisms can decrease the concentration of ammonia, nitrite, and sulfic acid. Research on the Identification of Organic Pollutant Decomposing Bacteria in Domestic Wastewater found Eschericia coli, Acinetobacter iwoffii, Acinetobacter haemolyticus, Proteus mirabilis, and Pseudomonas sp. The Role of Aerobic Microbes in Liquid Waste Treatment in textile waste treatment, especially in the process of activated sludge ponds found that microbes can reduce the concentration of BOD parameters in textile waste. Bioremediation methods that use microorganism agents can be used to degrade organic materials in waste. Microorganisms have been used to reduce the concentration of waste pollutants, such as ammonia, nitrite, and sulfide acid and microorganisms can be effective in reducing the concentration of waste pollutants.

Study of Seasonal Variations in the Physical-chemical Features of the Cauvery Estuary, Southeast Coast of India

Water is a vital element of the environment, supporting life on Earth and being necessary for all living creatures to live. Between rivers and the ocean, estuaries are places with distinctive ecological traits, an abundance of flora and fauna, and a crucial role in hydrological processes and biodiversity. The biological and physico-chemical aspects of aquatic habitats are intertwined. Investigating seasonal fluctuations in the physico-chemical characterisation of the east coast Cauvery estuary in Tamil Nadu is the goal of the current study. The Cauvery Estuary’s physical and chemical properties are known and have an effect on the estuary. Seasonal fluctuations in the climatic and physico-chemical parameters pH, DO, ammonium, nitrate, BOD, sodium, chloride, sulfate, and fluoride content were noted in the waters of the Cauvery estuary. In the future, research on the ecology, biodiversity, and cultural aspects of the estuary species, as well as the determination of the permissible limit for fisheries and aquatic life, may benefit greatly from the initial data on the physical and chemical properties of the Cauvery estuary. In order to protect the Cauvery Estuary, conservation initiatives are started in collaboration with local non-governmental organizations after a thorough understanding of the various factors influencing these ecosystems is obtained.

Analysis of Water Quality in the Aik Nyet Natural Tourist Attraction, Buwun Sejati Village, West Lombok Regency

Water quality is a condition that indicates the quality of water in a body of water, water sources and river basins. Water quality requires testing and analysis by considering its physical conditions, chemical content, and biology. Aik Nyet natural tourist attraction is one of the famous water sources in the Lombok area, West Nusa Tenggara. Bathing and swimming activities in this area can potentially cause pollution of water quality, but until now there has been no information regarding the quality of water in this natural tourist attraction. Therefore, this study aims to analyze the quality of water in the Aik Nyet Natural Tourist Attraction, Sesaot Resort, KPHL Rinjani Barat, Lombok. Water quality is assessed using Class Two water quality standards in accordance with the Decree of the Minister of Environment No. 115 of 2003, alongside identification using the US Environmental Protection Agency (US-EPA) system. Sampling was performed at three distinct points to analyze physical, chemical, and biological parameters. The results of the analysis showed that several parameters such as temperature, pH, ammonia levels, and the number of E. coli bacteria met the quality standards, while the chemical parameters DO and BOD showed mild pollution

Interpretation of subsurface layers using the Wenner configuration geoelectric method and geochemical tests: Case study at Muara Fajar landfill – Rumbai, Pekanbaru

The need for water daily is a big problem for people living around Muara Fajar landfill – Rumbai, Pekanbaru. This study aims to identify the depth of subsurface structures around the Muara Fajar landfill area using the Wenner configuration dielectric method and determine the water quality in the community wells around the landfill site. The data obtained in the acquisition process are used to calculate the apparent resistivity value at each measurement point and analyzed quantitatively and qualitatively. Then proceed with the inversion process using the progress program so that obtained resistivity value and layer thickness at each point of measurement. The results of measurement in track-1 get a range of resistivity values ranging from 62.9 – 171 ohm-meters and track-2 from 32.4 – 70.6 ohm-meters. Underground water taken is residents' well water in the research area as many as 5 sample points using GPS. This underground water sample will be tested with parameters such as pH, TDS, BOD, COD, NH3, and turbidity. Underground water cannot be consumed from the results of the water quality test with the parameters mentioned at the beginning if referring to the Regulation of the Minister of Health of the Republic of Indonesia because the pH obtained in all underground water samples is < 6.5 or acidic, the value of the BOD, COD, NH3, and turbidity parameters, the values are by the quality standard.

Analysis of the Influence of Tambakrigagadung Landfill Leachate Characteristics on Water Quality and Heavy Metal Contamination of Reservoirs, Tikung District, Lamongan Regency

The Final Disposal Site (TPA) of Tambakrigadung Village, Lamongan Regency, implements a semi-sanitary landfill system in which waste processing still piles up piles of waste with soil for a certain period, causing a foul odor due to the leachate that collects. Leachate that is not managed correctly is feared to flow into reservoirs as irrigation and productive land that is used by local communities for rice fields or ponds around the Tambakrigadung TPA so that it can disrupt workers, reduce the quality and yield of rice fields, and affect the development of pond fish around the Tambakrigadung landfill. This research aims to test the quality of reservoir water, which refers to the leachate water quality standards of PermenLHK RI No. P.59 Tahun 2016. It analyzes the influence of leachate on reservoir water around Tambakrigadung. The method used in this research is grab sampling. Analysis of pH, BOD, COD, and TSS parameters using simple linear regression quantitative analysis. Quantitative parameter analysis shows that TPA Tambakrigadung leachate influences the pH and TSS parameters of reservoir water in Tikung District, Lamongan Regency, which is indicated by a significance value of <0.05. The analysis of heavy metal parameters shows that the leachate does not meet quality standards, with a total N of 187.7 ppm and cadmium of 0.15 ppm. The mercury parameter meets quality standards, namely 0.00065 ppm. Meanwhile, heavy metal parameters in reservoir water have met quality standards based on PP No. 22 of 2021.

IDENTIFIKASI PENYAKIT NON-PATOGEN PADA IKAN NILA (Oreochromis niloticus) BERDASARKAN PARAMETER KUALITAS AIR DI KERAMBA PERAIRAN DESA MALI MALI SEBAGAI INDIKATOR IKAN SEHAT

This study aimed to assess the water quality parameters and identify non-pathogenic diseases as indicators of fish health in the Mali-Mali Village Watershed (DAS). The method employed was a survey conducted at the Mali-Mali Village Watershed in Banjar Regency, South Kalimantan. Water quality samples were collected using purposive sampling at observation stations located upstream, midstream, and downstream of the Mali-Mali Village Watershed. The parameters of temperature, pH, and DO were within ranges that supported the cultivation of Nile tilapia in fish cages at the Mali-Mali Village Watershed. However, the parameters of Ammonia and BOD were at levels that did not support the cultivation of Nile tilapia in fish cages at the Mali-Mali Village Watershed. Generally, no clinical symptoms of non-pathogenic diseases were found

The use of Carica papaya seeds as bio coagulant for laundry wastewater treatment

The study aims to analyze the effectiveness of wastewater treatment by using Carica papaya seeds as bio coagulants to diminish total suspended solids (TSS) and excess phosphate. This method has some advantages because it does not use chemical materials, is simple to apply, and is safe for the environment and human health. The wastewater samples were taken from an active laundry site in Palembang City, South Sumatra Province of Indonesia. The study found that the best dosage of coagulant was 3 g for the wastewater samples. The pH and BOD parameters showed slight changes after treatment, with pH 7.63–7.19 and 33–27 mg/L values, respectively. The TSS removal efficiency ranged from 9.3 to 15.6%, while the COD and phosphate removals were obtained from 11.7 to 39.3% and 56.3 to 68.4%, respectively. The treated TSS, COD, and phosphate concentrations have met the Indonesian domestic wastewater quality standard and environmental protection organization (EPO) guidelines. In addition, the statistical analysis and t-test showed significant differences (p < 0.05) for before and after treatment data of all parameters. The ANOVA test showed significant differences (p < 0.05) for all parameters among the three treatments. Overall, the study indicated that C. papaya seeds are promising materials that are eco-friendly and useful to treat laundry wastewater.

Assessment of Physicochemical Quality and Challenges of Municipal Sewage Water in Manchalapur Village in the Karnataka, India

The present study was carried out on characterization of municipal sewage water tank of Manchalapur village near Raichur city in Karnataka. The water samples were collectedeight times from four different locations like inlet, outlet and water spreading area of the Manchalapur tank during the year 2018-2019 in monsoon and post monsoon season. The collected water samples were analyzed for the water quality parameters by using standard procedure. The results obtained were compared with Central Pollution Control Board (CPCB) and Bureau of India Standards (IS 2296:1992) water quality requirements for irrigation. The results showed that pH (7.89, 8.54), Electrical Conductivity (1.41, 1.48 dSm-1), Total Dissolved Solids (929.63, 1031.56 mg L-1), Carbonate (2.15, 0.86 mg L-1), Bicarbonate (7.71,4.99 mg L-1), Nitrate (26.90, 34.09 mg L-1), Phosphate (9.85, 6.20 mg L-1), Calcium (3.38, 2.77 mg L-1), magnesium (5.16, 4.13 mg L-1), Sodium (0.85, 0.92 mg L-1), Biological Oxygen Demand (1396.88, 1252.31 mg L-1), Chemical Oxygen Demand (14480, 8573.0 mg L-1), Dissolved Oxygen (7.91, 8.02 mg L-1) and turbidity (13.33, 8.77 NTU) for monsoon and post monsoon respectively. All the water quality parameters were within the recommended range of irrigation standards except the parameters BOD, COD, DO and turbidity. The results could be applicable advice to farmers and agricultural researchers for proper management and use of tank water for agricultural purpose.

Optimization of Nata de Coco Industrial Liquid Waste Processing Using Membrane-Based Ultrafine Bubble Diffuser

The nata de coco industry produces liquid waste which, if thrown directly into water bodies (rivers) without prior processing, has the potential to pollute the surrounding environment. Laboratory test results show that the parameters BOD 1145 mg/L, COD 1737 mg/L, and TSS 206 mg/l are far above the thresholds set by the government. The aim of this research is to determine the optimum conditions for fine bubble and micro bubble treatment of nata de coco liquid waste in reducing the characteristic values of nata de coco liquid waste. This research was carried out using experimental methods with test samples of 40 liters and 60 liters. Data collected through direct observation include DO, TDS, pH, temperature which are measured every 2 hours, while data collected through laboratory testing of BOD, COD and TSS which are tested every 12 hours and 24 hours. The data was then processed using the Taguchi method with the aim of optimizing the fine bubble treatment for changes in the characteristics of nata de coco liquid waste. The research results showed that the optimum conditions were found in the fine bubble treatment with an aeration period of 24 hours and a volume of 40 liters. The best percentage reduction in BOD was found to be 94% or 68 mg/L. COD reduction obtained the best percentage reduction of 93% and/or became 121 mg/L and TSS obtained the best percentage reduction of 69% or became 77 mg/L. These results are in accordance with the Regulation of the Minister of Environment of the Republic of Indonesia Number 5 of 2014 concerning Waste Water Quality Standards

Application of Moringa Seeds Coagulant to Treat Wastewater from Chicken Slaughterhouse Industry

Liquid waste generated by the chicken slaughterhouse industry results in an increased concentration of organic matter decomposes in the environment. High organic matter content can be achieved by the coagulation-flocculation method. This study aims to determine the removal efficiency of turbidity, BOD, COD, and TSS in the reactor. A dose of 250 mL with a coagulation speed of 100 rpm 1 minute and a flocculation speed of 25 rpm 10 minutes with a variation of settling time of 1.5 hours, 2 hours, and 2.5 hours of moringa seeds were investigated to find reduction levels of turbidity, BOD, COD, and TSS. This study showed that moringa seed coagulants were able to reduce the BOD concentration by 87.74% with an initial level of 662 mg/L to 101.01 mg/L in 2.5 hours, a COD concentration of 61.43% with an initial level of 2240 mg/L to 864 mg/L at 2.5 hours, the TSS concentration was 77.78% with an initial level of 360 mg/L to 80 mg/L at 2.5 hours while the turbidity value was 87.73% with an initial level of 441 NTU to 54.1 NTU. Moringa seeds could be effectively used to reduce the parameters of turbidity, TSS, BOD, and COD.

Pemanfaatan Air Limbah Domestik PT. X Kota Surabaya sebagai Penyiraman Ruang Terbuka Hijau

PT. X’s activities, such as the consumption of clean water by workers, visitors, and building maintenance produce domestic liquid waste in the form of grey water. Domestic liquid waste originating form PT. X is used for watering the company’s green open space, that has an area of 2384,4 . The water treatment used is anaerobic and aerobic biofilter. The volume of liquid waste grey water is 70 of the liquid waste produced at 4,09/day, sp the water utilization effieciency is 70. The resulting domestic liquid waste contains the pollutant parameters BOD5, COD, TSS, -N, oil grease, and Total Coliform, so processing by WWTP is required to be below quality standards. The processing units used consist of an interceptor tank, equalization tank, initial settling tank, anaerobic, aerobic, sedimentation, and efflluent tank. After processing and fulfil the quality standards, which has been set, the resulting efflulent is used for at a dose of 0,002 m3/m2/day with a watering frequency of 2 times a day.

Analyzing water quality discrepancies in Manuhing River and its implications for environmental management

The study focuses on the issue of water pollution in the Manuhing River, which is currently a significant problem in the Gunung Mas District, West Kalimantan, Indonesia. The Manuhing River is located in the upper reaches of the river and is expected to influence the water quality downstream. The research is an observational study, involving direct sampling of water from three designated collection points. Data collection methods include direct observation, documentation, and interviews. The analysis of the data includes the comparison of water quality in the Manuhing River with the established standards, the determination of water quality status based on government regulations, and the management of water quality. The results of the analysis show that the parameters TSS, BOD, Fe, and Total Coliform do not meet the established standards. The water quality status of the Manuhing River falls into the category of heavily polluted to moderately polluted. The results of the one-way ANOVA test between the collection points with pollution indices showed a F-value greater than the F-table, so the null hypothesis (no significant difference) was rejected, indicating that the pollution indices were indeed different in a real sense from each collection point. The efforts that have been implemented so far include monitoring and involving the community, as well as the application of legal sanctions.

STUDY OF COMMUNAL BASIUNI IMRAN ISLAMIC BOARDING SCHOOL WASTEWATER TREATMENT PLANT (WWTP) IN SAMBAS REGENCY

Islamic Boarding School has a treatment capacity of 33 m3 and an area of 24 m2. Based on the results of initial wastewater quality tests on communal WWTP, the TSS, COD, and BOD parameters are above the quality standard threshold based on the Wastewater Quality Standard of the Minister of Environment Regulation Number 68 of 2016. This evaluation aims to determine the processing efficiency of communal WWTP and evaluate the processing unit in communal WWTP as well as alternative improvements that effectively reduce the parameters of pH, TSS, BOD, COD, and fatty oils. This research method is descriptive analytics, which analyses problems from data collected descriptively to find solutions to problems. The results of this evaluation show that the TSS, COD, and BOD parameters are above the quality standard threshold. The pH parameter increased by 3.6%, removal efficiency for BOD by 76.4%, COD by 71.9%, TSS by 84.3%, and oil grease by 91.9%. Alternative WWTP improvements are carried out by redesigning the Communal WWTP, which consists of calculating the equalization unit, precipitator I, anaerobic filter, Precipitator II, disinfection, and sludge thickener, Sludge digester, sludge drying bed and analysis of the Budget Plan Cost (RAB). The communal WWTP redesign requires a land area of 52.62 m2 with a processing capacity of 56.8 m3 and a cost budget plan of Rp.157,224,000.00. The redesign results of this evaluation can reduce environmental impacts due to domestic wastewater.

Potential Pollution of Liquid Waste from the Agro-Industry to Rivers in the Area Around Tanjung Api-Api

Due to its high regional significance, Tanjung Api-api, currently the mainstay of South Sumatra Province, serves as a focal point for agro-industrial development programs. This research aims to identify the potential for liquid waste pollution in rivers from agro-industries around Tanjung Api-api. This research was carried out through four stages: (a) collecting physical data on land, forests, and rivers in the ecosystem conditions around the industrial area of the Tanjung Api-api area. (b) analyzing data on the physical and chemical parameters of the Telang River, (c) analyzing several physical and chemical parameters of Telang River water, (d) obtaining data on the physical and chemical parameters of liquid waste in the influent and effluent of several WWTP agro-industries in the Gasing area that have been operating. Water quality measurements were conducted in the Telang and Gasing rivers. The parameters measured and observed were TSS, pH, BOD, COD, and fatty oil parameters, respectively, once in the afternoon and evening during high and low tide, at three points: downstream, middle, and upstream. The results showed that the physical, organic, and inorganic chemical parameters in the Telang River were still below the BMLC threshold. The quantity and quality of industrial wastewater in Gasing are still below the BMLC standard for each industry but are almost close to the established quality standards. It is recommended to utilize the sludge into something more valuable, considering that the TSS produced from sludge dewatering is relatively high.

Water Quality Monitoring System for Temperature, pH, Turbidity, DO, BOD, and COD Parameters Based on Internet of Things in Garang Watershed

Water Quality Monitoring System for Temperature, pH, Turbidity, DO, BOD, and COD Parameters Based on Internet of Things in Garang Watershed

KAJIAN DAYA TAMPUNG BEBAN PENCEMAR SUNGAI CIUJUNG KABUPATEN SERANG PROVINSI BANTEN

This Final research was conducted in Ciujung River where this research was conducted in Serang Regency with its head in Nagara Village, Serang Regency, and downstream in Tirtayasa Village, Serang Regency. The research was conducted for 3 months from October – December 2022 starting from 09.00 – 12.00 and continuing from 12.00 – 13.45. The purpose of the study is to identify and determine the sources of pollution that have the potential to pollute the Ciujung River, analyze water quality, water quality status, and pollutant levels in the Ciujung River, and analyze the carrying capacity of polluter loads in the Ciujung River. And analyze the burden of pollutants in the Ciujung River. The length of the Ciujung River studied is 31.3 km. The parameters used for this study are pH, Temperature, DO, BOD, COD, Nitrate, Phosphate, and Total Coliform. The method used in identifying the source of pollution contained in the Ciujung River is carried out by conducting field observations and taking samples of Ciujung River water. Sampling in the Ciujung River was carried out by the grab sampling method. which is done at 6 sampling points. Analysis of river water quality was carried out at the Trisakti University Laboratory. The results of the analysis are then compared with the quality standards of PP No. 22 of 2021 in Attachment VI. Water Quality Status is calculated by the Polluter Index method. Nonpoint sources of pollution are dominated by residential areas, stalls, garbage, shops, mosques/prayer rooms, schools, and markets. Point sources of pollution are obtained from industrial areas. Measurement of river characteristics is carried out in October, November, and December by measuring distance, width, depth, cross-sectional area of the river, river speed, and river discharge. The results of the analysis of water quality in the river stated that for phosphate parameters almost all exceeded quality standards due to domestic waste from the environment, the runoff of agricultural fertilizers, livestock waste, and very high industrial activities. The BOD parameters at point 2 and point 5 exceed the quality standards due to the content of organic waste. The load capacity of BOD pollutants is 3.64 kg/day – 20.20 kg/day, COD is 42.63 kg/day – 144.22 kg/day, Nitrate is 1.67 kg/day – 3.47 kg/day, Phosphate 0.79 kg/day – 3.11 kg/day, Total Coliform is 8694.19 kg/day – 33042.56 kg/day. BOD Pollution Load of 314.26 kg/day- 1744.99 kg/day COD of 2365.46 kg/day - 12460.37 kg/day Nitrate of 144.55 kg/day- 423.16 kg/day Phosphate of Total Coliform of 454133.37 kg/day – 2854876.86 kg/day.

PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH (IPAL) PABRIK TEMPE DENGAN DIGESTER ANAEROBIK DAN BIOFILTER ANAEROBIK DI WILAYAH SEMARANG (Studi Kasus Pabrik Tempe Dampyak Gunung Pati Kota Semarang)

The tempe industry is a food industry that has the potential to pollute the environment from the liquid waste it produces. Liquid waste from the tempe processing process if it is immediately disposed of without going through the management process first will have an impact on environmental pollution. In Semarang City, precisely in Gunung Pati District, there is a medium-scale tempe processing factory. So far, the tempe factory's liquid waste is directly disposed of into a ditch behind the factory without processing the liquid waste first.This research is a quantitative research presented in the form of numbers and then explained in the form of descriptions. From the results of the wastewater quality test, the pollutant parameters BOD = 369 mg/L; COD = 28,000 mg/L; TSS = 0.991 mg/L; and pH = 4,3. According to the Regional Regulation of the Province of Central Java Number 5 of 2012 concerning Amendments to the Regional Regulation of the Province of Central Java Number 10 of 2004 this value still does not meet the requirements. The wastewater treatment plant that the researchers are planning is in the form of a holding tank; Equalization Tub; Anaerobic Digesters; Gas Holder; Initial Settling Tub; Anaerobic Biofilter using bioball filter media and steel nets as a barrier for bioballs where bacteria are grown; and Final Settling Tank. With an estimated effluent from the processing of BOD, COD, and TSS of 7.47225 mg/L; 189mg/L; and 0.00669 mg/L which means it meets the quality standard. From the planning results, it was obtained that the total budget plan for planning the tempe factory wastewater treatment plant was Rp. 111.280.021,49.