scholarly journals MIKROORGANISME PATOGEN DAN PARASIT DI DALAM AIR LIMBAH DOMESTIK SERTA ALTERNATIF TEKNOLOGI PENGOLAHAN

2017 ◽  
Vol 1 (1) ◽  
Author(s):  
Nusa Idaman Said ◽  
Ruliasih Marsidi
Keyword(s):  
Pathogenic Bacteria ◽  
Hydraulic Retention Time ◽  
Suspended Solid ◽  
Nitrogen And Phosphorus ◽  
Domestic Waste ◽  
Air Supply ◽  
Circulation Ratio ◽  
Inorganic Content ◽  
Parasitic Worms ◽  
Operation Cost

Domestic waste are known to be a potential pollutant due to its’ organic and inorganic content. It is also harmful for society for its pathogenic microorganism contents such as pathogenic bacteria, viruses, parasitic worms, parasitic protozoa, etc. The lack of domestic waste processing facilities is contributing to the increasing seriousness of this matter.One of the alternative ways to amend the problem is to process the waste individually or semi-communally by utilizing an aerobic-anaerobic biofilter process. Some of the advantage of utilizing this process is: easy maintenance, low operation cost, relatively lower sludge compared to the activated sludge  process, can remove nitrogen and phosphorus, relatively lower air supply requirement for aeration, applicable in processing waste water with large amount of BOD and it can also remove suspended solid (SS).  Results gained from experiments of the “Aerobic-Anaerobic Biofilter Combination” tool prototype, used for processing domestic waste showed that with a hydraulic retention time of 1 to 3 days and a Hydraulic   re-circulation ratio (HRR) of 1, is a highly efficient process which is: BOD 84.7% - 91%, COD 79.6%-95.3%, SS 94.1% - 95%, Ammonia (NH4-N) 89.3%-89.8%, Detergent (MBAS) 83% - 87% and phosphate (PO4) 44,4% - 47.3%. Kata kunci : Air limbah domestik, patogen, parasit, biofilter, anaerob, aerob. 

Factors affecting phosphorus removal in two biofilter system treating wastewater from car-washing facility

2000 ◽  
Vol 41 (4-5) ◽  
pp. 487-492 ◽  
Author(s):  
D. Pak ◽  
W. Chang
Keyword(s):  
Phosphorus Removal ◽  
Phosphorus Content ◽  
Hydraulic Retention Time ◽  
Loading Rate ◽  
Aerobic Condition ◽  
Suspended Solid ◽  
Nitrogen Loading ◽  
Operational Parameters ◽  
Factors Affecting ◽  
Biological Filter

A two-biofilter system operated under alternating anaerobic/aerobic conditions was tested to remove nutrient as well as organics from wastewater generated from car-washing facility. The wastewater was characterized by relatively low organic and high phosphorus content. The factors affecting phosphorus removal in the two-biofilter system were investigated. Operational parameters examined in this study were hydraulic retention time, organic, suspended solid and nitrogen loading rate. The factors affecting phosphorus removal in biological filter appeared to be influent COD, COD/T–P, BOD/COD, nitrogen, and SS/T–P. Nitrite and nitrate produced in the biofilter in aerobic condition affected phosphorus removal by the two-biofilter system. The biomass wasted during backwash procedure also affected total phosphorus removal by the system.

Simultaneous removal of nitrogen and phosphorus in a two-biofilter system

2000 ◽  
Vol 41 (12) ◽  
pp. 101-106 ◽  
Author(s):  
D. Pak ◽  
W. Chang
Keyword(s):  
Retention Time ◽  
Phosphorus Removal ◽  
Hydraulic Retention Time ◽  
Loading Rate ◽  
Aerobic Condition ◽  
Nitrogen Loading ◽  
Simultaneous Removal ◽  
Nitrogen And Phosphorus ◽  
Nitrogen And Phosphorus Removal ◽  
Factors Affecting

A two-biofilter system operated under alternate conditions of anaerobic/aerobic was tested to simultaneously remove nitrogen and phosphorus from sewage. The factors affecting simultaneous removal of nitrogen and phosphorus by the two-biofilter system were investigated. Those factors appeared to be influent COD/T-N and COD/T-P ratio, nitrogen loading rate and hydraulic retention time. Nitrite and nitrate produced in the biofilter in aerobic condition affected phosphorus removal by the two-biofilter system. The amount of biomass wasted during the backwash procedure also affected total nitrogen and phosphorus removal by the system.

scholarly journals Removal Efficiency of Nitrite and Sulfide Pollutants by Electrochemical Process by Using Ti/RuIrO2 Anode

2018 ◽  
Vol 18 (2) ◽  
pp. 286 ◽  
Author(s):  
Aris Mukimin ◽  
Agus Purwanto
Keyword(s):  
Removal Efficiency ◽  
Hydraulic Retention Time ◽  
Oxidation Mechanism ◽  
Electrochemical Process ◽  
Anode Surface ◽  
Electrochemical Technology ◽  
Nitrite Removal ◽  
Biological Methods ◽  
Operation Cost ◽  
Easy Operation

In general, wastewater treatment by physical, chemical and biological methods are only focused on TSS, BOD and COD removals that the effluent still contains anion pollutant as NO2- and S2-. Electrochemical technology is a proper method for those pollutants treatment due to its fast process, easy operation and minimum amount of sludge. Electrocatalytic reactor with 8 L capacity using Ti/RuIrO2 cylinder as anode and Fe plate as cathode was arranged and applied to treat anion pollutants. Hydraulic retention time (30, 60, 90 and 120 min), salt concentration (250, 500 and 750 mg/L) and voltage (4, 5, and 6 V) were chosen as operation variables and NO2- and S2- concentrations as parameter indicators. Nitrite removal efficiency reached 75 and 99.7% after 60 and 120 min of electrolysis, respectively, while sulfide could obtain higher efficiency, i.e., 97 and 99.9% after 60 and 90 min, respectively, at operation variables of potential of 5 V and salt of 500 mg/L. Removal process is dominated by indirect oxidation mechanism by HClO/ClO- oxidators generated at anode surface as intermediate products. The lifespan of electrode and electric consumption are two main factors of operation cost. Electric consumed was 0.452 kWh per 1 g nitrite removed.

Leaching behavior of total organic carbon, nitrogen, and phosphorus from banana peel

2015 ◽  
Vol 71 (10) ◽  
pp. 1458-1462 ◽  
Author(s):  
Ruixue Jiang ◽  
Shujuan Sun ◽  
Yan Xu ◽  
Xiudong Qiu ◽  
Jili Yang ◽  
...  
Keyword(s):  
Organic Carbon ◽  
Total Organic Carbon ◽  
Contact Time ◽  
Ph Value ◽  
Pollution Source ◽  
Banana Peel ◽  
Leaching Behavior ◽  
Nitrogen And Phosphorus ◽  
Domestic Waste ◽  
Potential Pollution

The leaching behavior of organic carbon and nutrient compounds from banana peel (BP) was investigated in batch assays with respect to particle size, contact time, pH value, and temperature. The granularity, contact time, pH, and temperature caused no significant effects on the leaching of total phosphorus (TP) from the BP. The maximum leached total nitrogen (TN) content was found at pH 5.0 and 90 minutes, while no significant effects were caused by the granularity and temperature. The maximum leached total organic carbon (TOC) content was found by using a powder of 40 mesh, 150 minutes and at pH 6.0, while the temperature had no effect on the TOC leaching. The proportions of the TN, TP, and TOC contents leached from the dried BP ranged from 33.6% to 40.9%, 60.4% to 72.7%, and 8.2% to 9.9%, respectively, indicating that BP could be a potential pollution source for surface and ground water if discharged as domestic waste or reutilized without pretreatment.

Development of MBR with reduced operational and maintenance costs

2006 ◽  
Vol 53 (3) ◽  
pp. 53-60 ◽  
Author(s):  
Y. Annaka ◽  
Y. Hamamoto ◽  
M. Akatsu ◽  
K. Maruyama ◽  
S. Oota ◽  
...  
Keyword(s):  
Phosphorus Removal ◽  
Power Demand ◽  
Biological Phosphorus Removal ◽  
Nitrogen And Phosphorus ◽  
Nitrogen And Phosphorus Removal ◽  
Membrane Cleaning ◽  
Sludge Disposal ◽  
Air Supply ◽  
Biological Nitrogen ◽  
Biological Phosphorus

To reduce MBR O&M costs, a new MBR process that conducts efficient simultaneous biological nitrogen and phosphorus removal (BNR) was developed. In the development of this process, various approaches were taken, including reduction of power demand, chemical consumption and sludge disposal costs. To address power demand reductions, air supply requirements for membrane cleaning were reduced. The process adopted an improved membrane that requires less air for cleaning than conventional membranes. It also introduced cyclic aeration, which alternately supplies washing air to the two series of membrane units. Adoption of biological phosphorus removal eliminated chemical costs for phosphorus removal and contributed to the reduction of sludge disposal costs. By combining these technologies, compared to conventional MBR processes, an approximately 27% reduction in O&M costs was achieved.

ANALISIS TOTAL BAKTERI COLIFORM DI PERAIRAN MUARA KALI WISO JEPARA

2016 ◽  
Vol 5 (3) ◽  
pp. 157-164
Author(s):  
Wiwid Widyaningsih ◽  
Supriharyono Supriharyono ◽  
Niniek Widyorini
Keyword(s):  
Escherichia Coli ◽  
Pathogenic Bacteria ◽  
Quality Criteria ◽  
Sampling Technique ◽  
Coliform Bacteria ◽  
Water Quality Criteria ◽  
Domestic Waste ◽  
Purposive Sampling ◽  
Escherichia Coli Bacteria ◽  
Polluted Waters

ABSTRAK Kali Wiso merupakan sungai yang berada di tengah kota Jepara. Perairan ini menjadi tempat pembuangan limbah-limbah secara langsung. Limbah tersebut diantaranya limbah domestik, limbah pasar, limbah kapal, serta limbah TPI. Berdasarkan masukan limbah tersebut menjadikan muara ini tercemar. Perairan yang tercemar dapat dilihat dari pengamatan secara fisika, kimia, maupun biologis. Kondisi perairan yang tercemar secara biologis dilihat dari keberadaan bakteri patogen yang ada di perairan. Indikator bakteri yang digunakan yaitu bakteri coliform, karena sifatnya yang berkorelasi positif dengan bakteri patogen lainnya. Pemanfaatan perairan ini digunakan untuk kegiatan pelabuhan, tempat bersandar kapal nelayan, serta kegiatan perikanan yang ada di sekitar perairan Jepara. Oleh karena itu perlu diketahui kepadatan bakteri coliform sehingga dapat bermanfaat sesuai dengan peruntukannya. Tujuan dari penelitian ini adalah untuk mengetahui total bakteri coliform serta mengetahui adanya bakteri Escherichia coli. Penelitain ini dilakukan pada bulan Maret 2016 di Muara Kali Wiso dengan dua kali pengulangan dalam kondisi pasang dan surut. Metode yang digunakan yaitu survei dengan teknik sampling purposive sampling. Metode analisa laboratorium yang digunakan berdasarkan SNI -01-2332-1991. Kepadatan bakteri coliform pada perairan muara Kali Wiso yaitu >110.000 sel/100ml dan bakteri Escherichia coli sebesar >110.000 sel/100ml. Pada kondisi pasang dan surut kepadatan bakteri coliform dan Escherichia coli memiliki nilai perikaraan yang sama, namun tidak menandakan bahwa total bakteri keduanya sama. Kepadatan bakteri coliform dan Escherichia coli telah melebihi batas kriteria mutu air yang telah ditetapkan. Keberadaan bakteri patogen ini bisa mengkontaminasi biota-biota yang ada di perairan. Sehingga jika biota tersebut dikonsumsi oleh manusia bisa menyebabkan gangguan kesehatan secara tidak langsung. Kata kunci: Muara Kali Wiso; Bakteri Coliform; Bakteri Escherichia coli ABSTRACT Kali Wiso is the river in the middle of Jepara. This river receives wastes disposal from surrounding across. The waste including domestic waste, market waste, ship waste, and waste from fish market. Based on the inputs of the waste that made the estuary polluted. Polluted waters can be seen from the observation of physical, chemical, and biological. The conditions of the waters which biologically polluted are recognized from the pathogenic bacteria existing in these waters. The indicator of bacteria used, namely coliform bacteria, because of its positive correlation with other pathogenic bacteria. The utilization of these waters is used for the activities of the port, fishing pout, and fishing activities in the waters around Jepara. Therefore, its important to know the density of coliform bacteria so that can be advantageous according to its purpose. The purpose of this study to determine total of coliform bacteria and the existence of Escherichia coli bacteria. This research conducted in March 2016 at Kali Wiso estuary with on the condition of ups and downs with two repetitions. The method used is a survey with purposive sampling technique. Laboratory analysis method used by ISO -01-2332-1991. The density of coliform bacteria in the waters of the Kali Wiso estuary is >110.000 cells/100ml and Escherichia coli bacteria is >110.000 cells/100ml. On the condition of ups and downs density of coliform bacteria and Escherichia coli have the same approximate value, but it does’nt signify that the total of bacteria both are the same. The density of coliform bacteria and Escherichia coli have exceeded the water quality criteria that have been set. The existence of these pathogenic bacteria can contaminate the biota in aquatic. Therefore, this biotics are consumed by humans, it can cause health problem indirectly. Keywords: Kali Wiso Estuary; Coliform Bacteria; Escherichia coli Bacteria

scholarly journals PENGOLAHAN PRIMER LIMBAH TEKSTIL DENGAN ELEKTROKOAGULASI

REAKTOR ◽  
2014 ◽  
Vol 15 (2) ◽  
pp. 73 ◽  
Author(s):  
Lieke Riadi ◽  
Whenny Ferydhiwati ◽  
Liok Dimas Sanjaya Loeman
Keyword(s):  
Waste Water ◽  
Chemical Oxygen Demand ◽  
Textile Industry ◽  
Oxygen Demand ◽  
Operation Time ◽  
Total Suspended Solid ◽  
Suspended Solid ◽  
Initial Ph ◽  
Textile Waste Water ◽  
Operation Cost

Limbah industri tekstil di area pinggir kota Surabaya mempunyai karakteristik perbandingan COD dan BOD = 5.57. Limbah jenis ini sulit untuk dibiodegradasi. Studi ini mempelajari tekonologi elektrokoagulasi untuk mengolah limbah tekstil dengan menurunkan intensitas warna, Total Suspended Solid (TSS) dan Chemical Oxygen Demand (COD). Percobaan batch pada suhu kamar dilakukan untuk mempelajari pengaruh pH, jarak elektroda terhadap penurunan warna,TSS dan COD dan membandingkan biaya operasinya jika menggunakan pengolahan kimia.Effisiensi penurunan tertinggi untuk warna (91.96%),  TSS (49.17%), dan COD (29.67%) terjadi pada pH awal 4.0 dan jarak elektroda 2 cm dengan  elektroda Al/Al. Waktu optimum penurunan intensitas warna dalah 10 menit. Laju penurunan COD adalah : -dC/dt = 0.0053 C +0.056 , dengan C adalah konsentrasi COD. Jumlah sludge yang dihasilkan daripengolahan elektrokoagulasi  3.4 % lebih kecil dibandingkan menggunakan bahan kimia. Biaya yang digunakan untuk pengolahan dengan elektrokoagulasi 52.35 % lebih murah dibandingkan jika menggunakan koagulasi dengan bahan kimia ( tawas). Kata kunci : elektrokoagulasi, penurunan warna, penurunan TSS, laju degradasi COD, imbah tekstil Abstract Waste water from textile industry which is located in one suburb of Surabaya city as characteristic which the ratio of COD to BOD was 5.57. This type of waste water is difficult to be biodegraded. This study investigated elektrokoagulasi technology to treat textile waste water by removing color, total suspended solid, and Chemical Oxygen Demand. Batch experiment at room temperature was carried out to study the effect of pH, electrode distance for color, TSS and COD removal. This study also tried to compare the operation cost between elektrokoagulasi and chemical processes. The best removal efficiencies by Al electrodes was 91.96 % for color, 49.17 % for TSS and 29.67 % for COD which were under initial pH 4.0 and electrodes distance 2 cm. The optimum operation time for color removal was  found 10 minutes.The COD degradation rate was - dC/dt = 0.0053 C +0.056, with C= COD concentration. Sludge result from elektrokoagulasi was 3.4 % less than that by chemical treatment.The operation cost for elektrokoagulasi is 52.35 % less than that for chemical coagulation. 

scholarly journals The Effect of pH And Hydraulic Retention Time On Production Of Volatile Fatty Acids From Primary Sludge Anaerobic Fermentation

2021 ◽  
Author(s):  
Umme Sharmeen Hyder
Keyword(s):  
Fatty Acids ◽  
Retention Time ◽  
Volatile Fatty Acids ◽  
Hydraulic Retention Time ◽  
Wastewater Treatment Plants ◽  
Anaerobic Fermentation ◽  
Nitrogen And Phosphorus ◽  
Primary Sludge ◽  
Effect Of Ph ◽  
Ph Range

Primary Sludge (PS) from wastewater treatment plants contains high biodegradable organic matter and therefore can be used to produce Volatile Fatty Acids (VFAs). The produced VFAs can be utilized in biological nitrogen and phosphorus removal processes as an external carbon source. The objective of this research was to investigate the effect of pH and hydraulic retention time (HRT) on the production of VFAs from PS through the anaerobic fermentation process. The experiments were conducted in both batch and semi-continuous flow regimes using bench scale fermenters under the mesophilic temperature. The Design of experiments included the HRT of 1 – 3 days and pH range of 4.5 - 11.0 for batch and 4.5 - 6.5 for semi-continuous modes. According to the obtained results, the VFAs production increased with an increase in HRT from 1 to 3 days. For the batch study, the pH range for maximum VFAs yield was pH 6.5 –10.0 achieved at HRT of 3 days. For the semi-continuous study, the maximum amount of VFAs production was observed at a pH of 6.5 and HRT of 3 days.

scholarly journals The Effect of pH And Hydraulic Retention Time On Production Of Volatile Fatty Acids From Primary Sludge Anaerobic Fermentation

2021 ◽  
Author(s):  
Umme Sharmeen Hyder
Keyword(s):  
Fatty Acids ◽  
Retention Time ◽  
Volatile Fatty Acids ◽  
Hydraulic Retention Time ◽  
Wastewater Treatment Plants ◽  
Anaerobic Fermentation ◽  
Nitrogen And Phosphorus ◽  
Primary Sludge ◽  
Effect Of Ph ◽  
Ph Range

Primary Sludge (PS) from wastewater treatment plants contains high biodegradable organic matter and therefore can be used to produce Volatile Fatty Acids (VFAs). The produced VFAs can be utilized in biological nitrogen and phosphorus removal processes as an external carbon source. The objective of this research was to investigate the effect of pH and hydraulic retention time (HRT) on the production of VFAs from PS through the anaerobic fermentation process. The experiments were conducted in both batch and semi-continuous flow regimes using bench scale fermenters under the mesophilic temperature. The Design of experiments included the HRT of 1 – 3 days and pH range of 4.5 - 11.0 for batch and 4.5 - 6.5 for semi-continuous modes. According to the obtained results, the VFAs production increased with an increase in HRT from 1 to 3 days. For the batch study, the pH range for maximum VFAs yield was pH 6.5 –10.0 achieved at HRT of 3 days. For the semi-continuous study, the maximum amount of VFAs production was observed at a pH of 6.5 and HRT of 3 days.

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