scholarly journals PENERAPAN METODE FILTRASI, ADSORPSI DAN REVERSE OSMOSIS UNTUK PENGOLAHAN AIR SUNGAI MENJADI AIR SIAP MINUM

2018 ◽  
Vol 13 (1) ◽  
pp. 60
Author(s):  
Nurul Ismillayli ◽  
Laili Mardiana ◽  
Rina Kurnianingsih ◽  
Dhony Hermanto ◽  
Fahrurazi Fahrurazi
Keyword(s):  
Reverse Osmosis ◽  
Potable Water ◽  
Quality Standard ◽  
Appropriate Technology ◽  
Silica Sand ◽  
Treatment Technology ◽  
Sand Filters ◽  
Chemical Laboratory ◽  
The Public ◽  
E Coli

Penerapan teknologi tepat guna tentang proses pengolahan air siap minum dengan menggunakan metode filtrasi, adsorpsi dan reverse osmosis telah dilakukan. Rancangan alat  pengelolaan air siap minum menggunakan kombinasi filtrasi-adsorpsi meliputi saringan pasir lambat (terdiri dari pasir silika, arang aktif, ijuk, kapas, dan kerikil) membran selulosa, granula karbon, karbon aktif, membran RO (reverse osmosis), dan lampu ultraviolet untuk desinfikasi. Penentuan beberapa parameter fisik (bau, warna), kimia (pH, Fe, nitrit, amonia, BOD5, COD, DO) dan biologi (bakteri E-coli) dari sumber air (irigasi) dan air hasil pemurnian dilakukan di Laboratorium Kimia Universitas Mataram dan Balai Laboratorium Kesehatan Pengujian dan Kalibrasi Provinsi NTB. Air siap minum yang dihasilkan memiliki kualitas sesuai dengan baku mutu air minum Peraturan Menteri Kesehatan Nomor 492/Menkes/Per/IV/2010 Tanggal 19 April 2010. Hasil uji organoleptik menunjukkan bahwa masyarakat menyukai air hasil pengolahan dan merespon positif terhadap alih teknologi pengolahan air. Pembangunan sentra pengelohan air siap minum diharapkan menjadi edukasi bagi masyarakat mengenai perilaku hidup bersih dan sehat. Implementation of appropriate technology on the process of potable water using filtration, adsorption and reverse osmosis methods has been done. Its design used a combination of filtration-adsorption includes slow sand filters (consisting of silica sand, activated charcoal, palm fiber, cotton, and gravel) cellulosic membranes, carbon granules, activated carbon, RO (reverse osmosis) membranes, and ultraviolet for disinfection. Determination of several physical (odor, color), chemical (pH, Fe, nitrite, ammonia, BOD5, COD, DO) and biological parameters (E-coli) of purified water were conducted at Chemical Laboratory of Mataram University and Health Laboratory Testing and Calibration Center of West Nusa Tenggara Province. The potable water produced has quality according to the quality standard of drinking water Regulation of the Minister of Health No. 492/Menkes/Per/IV/2010 Date April 19, 2010. The organoleptic test showed that the community responds positively to the knowledge transfer of water treatment technology. The construction of potable water center is expected to educate the public about clean and healthy living behaviorKata kunci: filtrasi, adsorpsi, reverse osmosis, air sungai, air siap minum

Characterisation of the biosand filter for E. coli reductions from household drinking water under controlled laboratory and field use conditions

2006 ◽  
Vol 54 (3) ◽  
pp. 1-7 ◽  
Author(s):  
C.E. Stauber ◽  
M.A. Elliott ◽  
F. Koksal ◽  
G.M. Ortiz ◽  
F.A. DiGiano ◽  
...  
Keyword(s):  
Drinking Water ◽  
Field Studies ◽  
Field Analysis ◽  
Treatment Technology ◽  
Sand Filters ◽  
Household Water Treatment ◽  
E Coli ◽  
Biosand Filter ◽  
Point Of Use ◽  
Slow Sand Filter

More than a billion people in the developing world lack access to safe and reliable sources of drinking water. Point of use (POU) household water treatment technology allows people to improve the quality of their water by treating it in the home. One emerging POU technology is the biosand filter (BSF), a household-scale, intermittently operated slow sand filter. Laboratory and field studies examined Escherichia coli reductions achieved by the BSF. During two laboratory studies, mean E. coli reductions were 94% and they improved over the period of filter use, reaching a maximum of 99%. Field analysis conducted on 55 household filters near Bonao, Dominican Republic averaged E. coli reductions of 93%. E. coli reductions by the BSF in laboratory and field studies were less than those typically observed for traditional slow sand filters (SSFs), although as for SSFs microbial reductions improved over the period of filter use. Further study is needed to determine the factors contributing to microbial reductions in BSFs and why reductions are lower than those of conventional SSFs.

scholarly journals APLIKASI SISTEM PENYEDIAAN AIR BERSIH BERBASIS MASYARAKAT DI PULAU PANDANGAN, KABUPATEN PANGKAJENE, SULAWESI SELATAN

2018 ◽  
Vol 9 (1) ◽  
Author(s):  
Arie Herlambang
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Reverse Osmosis ◽  
Sea Water ◽  
Shallow Groundwater ◽  
Silica Sand ◽  
Treatment Technology ◽  
Treatment Unit ◽  
Produce Water ◽  
Water Treatment Technology

Pangkajene archipelago, is archipelago comprising 117 islands scattered in the West Coast District Pangkajene. The islands were inhabited by populations ranging from 10 to 250 heads of families. Most of the population livelihood as a fisherman. To support the daily basic needs are still supplied from the mainland, including the need for clean water. Community water needs during this time a lot depends on rain water that collected or from shallow groundwater. In line with population growth, water demand increases, so frequent water shortages, especially during the dry season. Sea water treatment technology with reverse osmosis systems is an alternative to the settlement of water shortage on the island, but because the number of islands many, it will be difficult to meet the needs of water in a short time. Therefore chosen the middle position of the three islands (Cakdi Saroppe Island, Island and Island Sanane view) as a distribution center. Installed capacity for each of the islands is 10 m3/day, which can serve to the needs of drinking water a thousand people. Water treatment technology with reverse osmosis pretreatment consist of the form of multi-media filter consisting of silica sand, zeolite, and activated carbon, followed by cartride filter and a reverse osmosis membrane. Construction of the water treatment unit involves people since it began surveying best location, construction, training and initial operation. Water that has been processed can drink for everyday purposes, therefore, to support the operations of the water is sold to the public for replacement of operational money. The biggest cost needed to produce water is the cost of fuel. By managing the sale of water expected operating costs can be met and comunity get drinking water at an affordable price.Keyword : dringking water, reverse osmosis, society engangement.

MASALAH DAN ALTERNATIF TEKNOLOGI PENGOLAHAN AIR UNTUK MASYARAKAT MISKIN KOTA

2018 ◽  
Vol 6 (3) ◽  
Author(s):  
Arie Herlambang
Keyword(s):  
Water Treatment ◽  
Ground Water ◽  
Potable Water ◽  
Diarrheal Disease ◽  
Low Cost ◽  
Clean Water ◽  
Treatment Technology ◽  
Alternative Technologies ◽  
The Poor ◽  
Daily Water

Clean water to poor communities who live in crowded municipal area is stillexpensive and a luxury. This condition is evidenced by the number of people whouse ground water for their daily water, because water taps still seems expensivefor them. Diarrheal disease is still relatively high for Indonesia, where nearly 16thousand people suffer from diarrhea due to poor sanitation. To help the poor inthe city, there are several alternative technologies that can be applied to publicaccess to clean water and adequate low-cost, including ground water treatmenttechnology with a filter system equipped with an ultraviolet sterilizer, or ozonegenerators, or using ultrafiltration, if possible can also use the reverse osmosismembrane that for fresh water. Arsinum is the best alternative should be chosenfor fulfilled potable water in slump area.Keywords : Sanitation, water treatment technology, portable water, low-cost, slump area

STUDI PERBANDINGAN KUALITAS AIR BERSIH DALAM KAITANYA DENGAN AKTIVITAS MASYARAKAT DI SEKITAR SUMBER AIR PADA DESA WAINITU, BATUMERAH, AMAHUSU, DAN HALONG

2017 ◽  
Vol 13 (2) ◽  
pp. 111-119
Author(s):  
Lela Uyara ◽  
Pieter Kunu ◽  
Silwanus M Talakua
Keyword(s):  
Water Quality ◽  
Quality Standard ◽  
Total Coliform ◽  
Quality Analysis ◽  
Clean Water ◽  
Water Quality Analysis ◽  
E Coli ◽  
Microbiological Parameters ◽  
Standard Quality

The study aims to determine the quality of clean water in the villages of Wainitu, Batumerah, Amahusu and Halong by comparing the result of water quality analysis with water quality standard. Water quality analysis includes Physiscal, Chemical, and Microbiological parameters. This research uses descriptive method, this method describes systematics, accurate about facts and characteristic of the quality of clean water of each research location. The results showed that the source of clean water in the village of Batumerah did not meet the standard of clean water quality standards indicated by the number of E. coli and the high total coliform.  Keywords: standard quality of clean water, water quality, Wainitu, Batumerah, Amahusu and Halong villages   ABSTRAK Penelitian yang bertujuan untuk menetapkan kualitas air bersih di Desa Wainitu, Batumerah, Amahusu dan Halong, dengan membandingkan hasil analisis kualitas air dengan standar baku mutu air bersih. Analisis kualitas air meliputi parameter fisika, kimia dan mikrobiologi. Penelitian ini menggunakan metode deskriptif; metode ini menggambarkan sicara sistematis, akurat, fakta dan karakteristik mengenai kualitas air bersih di masing-masing lokasi penelitian. Hasil penelitian menunjukkan bahwa sumber air bersih di Desa Batumerah tidak memenuhi standar baku mutu air bersih yang ditunjukkan oleh jumlah E. coli dan total Koliform yang tinggi. Kata Kunci: baku mutu air bersih, Desa Wainitu, Batumerah, Amahusu dan Halong, kualitas air

scholarly journals The Impact of the COVID-19 Pandemic on the Working Conditions, Employment, Career Development and Well-Being of Refugee Researchers

Societies ◽  
2021 ◽  
Vol 11 (3) ◽  
pp. 71
Author(s):  
Ourania Tzoraki ◽  
Svetlana Dimitrova ◽  
Marin Barzakov ◽  
Saad Yaseen ◽  
Vasilis Gavalas ◽  
...  
Keyword(s):  
Online Survey ◽  
Negative Impact ◽  
Well Being ◽  
Appropriate Technology ◽  
Public Authorities ◽  
Policy Makers ◽  
Home Setting ◽  
The Public ◽  
Work From Home ◽  
The Impact

The ongoing ‘refugee crisis’ of the past years has led to the migration of refugee researchers (RRs) to European countries. Due to the COVID-19 pandemic, RRs often had to work from home and/or to continue their social, cultural and economic integration process under new conditions. An online survey carried out to explore the impact of the pandemic on the refugee researchers showed that RRs found it difficult to adapt their everyday working life to the ‘home’ setting. The majority have had neither a suitable work environment at home nor the appropriate technology. Although they stated that they are rather pleased with the measures taken by the public authorities, they expressed concern about their vulnerability due to their precarious contracts and the bureaucratic asylum procedures, as the pandemic has had a negative impact on these major issues. The majority of RRs working in academia seem not to have been affected at all as far as their income is concerned, while the majority of those employed in other sectors became unemployed during the pandemic (58%). Recommendations are provided to the public authorities and policy makers to assist RRs to mitigate the consequences of the pandemic on their life.

scholarly journals Mechanically Ventilated Broiler Sheds: a Possible Source of Aerosolized Salmonella, Campylobacter, and Escherichia coli

2009 ◽  
Vol 75 (23) ◽  
pp. 7417-7425 ◽  
Author(s):  
H. N. Chinivasagam ◽  
T. Tran ◽  
L. Maddock ◽  
A. Gale ◽  
P. J. Blackall
Keyword(s):  
Escherichia Coli ◽  
Most Probable Number ◽  
Production Cycle ◽  
Airborne Bacteria ◽  
Probable Number ◽  
Mechanically Ventilated ◽  
The Public ◽  
E Coli ◽  
Poultry Farms ◽  
Low Levels

ABSTRACT This study assessed the levels of two key pathogens, Salmonella and Campylobacter, along with the indicator organism Escherichia coli in aerosols within and outside poultry sheds. The study ranged over a 3-year period on four poultry farms and consisted of six trials across the boiler production cycle of around 55 days. Weekly testing of litter and aerosols was carried out through the cycle. A key point that emerged is that the levels of airborne bacteria are linked to the levels of these bacteria in litter. This hypothesis was demonstrated by E. coli. The typical levels of E. coli in litter were ∼108 CFU g−1 and, as a consequence, were in the range of 102 to 104 CFU m−3 in aerosols, both inside and outside the shed. The external levels were always lower than the internal levels. Salmonella was only present intermittently in litter and at lower levels (103 to 105 most probable number [MPN] g−1) and consequently present only intermittently and at low levels in air inside (range of 0.65 to 4.4 MPN m−3) and once outside (2.3 MPN m−3). The Salmonella serovars isolated in litter were generally also isolated from aerosols and dust, with the Salmonella serovars Chester and Sofia being the dominant serovars across these interfaces. Campylobacter was detected late in the production cycle, in litter at levels of around 107 MPN g−1. Campylobacter was detected only once inside the shed and then at low levels of 2.2 MPN m−3. Thus, the public health risk from these organisms in poultry environments via the aerosol pathway is minimal.

scholarly journals Abilities of the mCP Agar Method and CRENAME Alpha Toxin-Specific Real-Time PCR Assay To Detect Clostridium perfringens Spores in Drinking Water

2013 ◽  
Vol 79 (24) ◽  
pp. 7654-7661 ◽  
Author(s):  
Andrée F. Maheux ◽  
Ève Bérubé ◽  
Dominique K. Boudreau ◽  
Romain Villéger ◽  
Philippe Cantin ◽  
...  
Keyword(s):  
Drinking Water ◽  
Water Sample ◽  
Real Time ◽  
Clostridium Perfringens ◽  
Real Time Pcr ◽  
Potable Water ◽  
Alpha Toxin ◽  
Pcr Assay ◽  
Content Type ◽  
The Public

ABSTRACTWe first determined the analytical specificity and ubiquity (i.e., the ability to detect all or most strains) of aClostridium perfringens-specific real-time PCR (rtPCR) assay based on thecpagene (cpartPCR) by using a bacterial strain panel composed ofC. perfringensand non-C. perfringens Clostridiumstrains. All non-C. perfringens Clostridiumstrains tested negative, whereas allC. perfringensstrains tested positive with thecpartPCR, for an analytical specificity and ubiquity of 100%. ThecpartPCR assay was then used to confirm the identity of 116 putativeC. perfringensisolates recovered after filtration of water samples and culture on mCP agar. Colonies presenting discordant results between the phenotype on mCP agar andcpartPCR were identified by sequencing the 16S rRNA andcpagenes. Four mCP−/rtPCR+colonies were identified asC. perfringens, whereas 3 mCP+/rtPCR−colonies were identified as non-C. perfringens. ThecpartPCR was negative with all 51 non-C. perfringensstrains and positive with 64 of 65C. perfringensstrains. Finally, we compared mCP agar and a CRENAME (concentration andrecovery of microbial particles,extraction ofnucleicacids, andmolecularenrichment) procedure pluscpartPCR (CRENAME +cpartPCR) for their abilities to detectC. perfringensspores in drinking water. CRENAME +cpartPCR detected as few as oneC. perfringensCFU per 100 ml of drinking water sample in less than 5 h, whereas mCP agar took at least 25 h to deliver results. CRENAME +cpartPCR also allows the simultaneous and sensitive detection ofEscherichia coliandC. perfringensfrom the same potable water sample. In itself, it could be used to assess the public health risk posed by drinking water potentially contaminated with pathogens more resistant to disinfection.

Elimination of viruses, bacteria and protozoan oocysts by slow sand filtration

2004 ◽  
Vol 50 (1) ◽  
pp. 147-154 ◽  
Author(s):  
W.A.M. Hijnen ◽  
J.F. Schijven ◽  
P. Bonné ◽  
A. Visser ◽  
G.J. Medema
Keyword(s):  
Pilot Plant ◽  
Pathogenic Bacteria ◽  
Laboratory Experiments ◽  
Full Scale ◽  
Sand Filters ◽  
E Coli ◽  
Thermotolerant Coliforms ◽  
Filter Bed ◽  
Scale Data ◽  
Bacteria Removal

The decimal elimination capacity (DEC) of slow sand filters (SSF) for viruses, bacteria and oocysts of Cryptosporidium has been assessed from full-scale data and pilot plant and laboratory experiments. DEC for viruses calculated from experimental data with MS2-bacteriophages in the pilot plant filters was 1.5-2 log10. E. coli and thermotolerant coliforms (Coli44) were removed at full-scale and in the pilot plant with 2-3 log10. At full-scale, Campylobacter bacteria removal was 1 log10 more than removal of Coli44, which indicated that Coli44 was a conservative surrogate for these pathogenic bacteria. Laboratory experiments with sand columns showed 2-3 and >5-6 log10 removal of spiked spores of sulphite-reducing clostridia (SSRC; C. perfringens) and oocysts of Cryptosporidium respectively. Consequently, SSRC was not a good surrogate to quantify oocyst removal by SSF. Removal of indigenous SSRC by full-scale filters was less efficient than observed in the laboratory columns, probably due to continuous loading of these filter beds with spores, accumulation and retarded transport. It remains to be investigated if this also applies to oocyst removal by SSF. The results additionally showed that the schmutzdecke and accumulation of (in)organic charged compounds in the sand increased the elimination of microorganisms. Removal of the schmutzdecke reduced DEC for bacteria by ±2 log10, but did not affect removal of phages. This clearly indicated that, besides biological activity, both straining and adsorption were important removal mechanisms in the filter bed for microorganisms larger than viruses.

scholarly journals A comparative study of trenchless technologies versus traditional open trenching for the replacement of ageing potable water pipelines

2014 ◽  
Author(s):  
◽  
Shanley Hay
Keyword(s):  
South Africa ◽  
Potable Water ◽  
Survey Questionnaire ◽  
Support Tool ◽  
Total Cost ◽  
The Public ◽  
Pipe Bursting ◽  
Water Pipelines ◽  
Pipeline Networks ◽  
Close Fit

The urgent need to rehabilitate or replace ageing deteriorated buried potable water pipeline networks is one of the many critical service utility provision challenges faced within the municipalities in South Africa. The majority of these unreliable deteriorated pipeline networks consist of un-dipped (not coated with bitumen) AC piping which have long passed their planned economic and technical lifespan. Traditionally, the open trenching method has been utilised for the replacement of aged and deteriorated piping. However, this traditional open trenching method has shown to be expensive and difficult to implement, particularly in congested high traffic use urban areas. The need to rehabilitate or replace the ageing deteriorated buried potable water pipelines in South Africa, taking into account the above mentioned expensive factors has a solution. This solution is termed ‘trenchless technology’ and sometimes also termed ‘no dig’. Recent advancements in trenchless technologies now include innovative methods such as pipe bursting, close-fit lining and sliplining. Close-fit compact pipe manufactured by Wavin Overseas B.V. was newly introduced in South Africa in 2010 for the rehabilitation of deteriorated pipelines. These trenchless methods require further research into their technical application merits, drawbacks and costs in relation to the traditional open trenching method in order to determine which method is more expensive and also least suitable. Traditionally, the ‘total cost’ associated with pipe rehabilitation or replacement projects consisted only of the direct costs. The indirect and socio-economic inconvenience costs were often ignored and resulted in costly expenses to the municipalities. However, this research will show that these indirect and socio-economic inconvenience costs must form part of the total cost of a project as it assists with the successful completion of the project without expensive unforeseen costs to the municipalities. In addition, this research will provide insight as to which indirect and socio-economic inconveniences are dominantly experienced by the public. To achieve this, a quantitative socio-economic survey questionnaire was developed. This questionnaire was aimed at residents and business owners who were affected during a project of this nature. This research study will serve as a support tool to municipalities of South Africa when selecting a pipe rehabilitation or replacement method. This support tool will provide key technical merits and drawbacks of the traditional open trenching method, pipe bursting method, close-fit compact pipe method and sliplining method. In addition, this research study will compare the ‘total cost’ of the traditional open trenching method against the trenchless pipe bursting method. The decision making process lies in the hands of the municipal technical managers. Therefore, their knowledge and experience of up to date information on trenchless methods (as well as the traditional open trenching method) is vitally important. This research provides insight as to the knowledge and experience of technical municipal staff on trenchless methods, its application and use in South Africa. A quantitative survey questionnaire was developed by the researcher. This questionnaire was aimed at technical staff in the water departments of district and local municipalities of South Africa. The results of the above questionnaire surveys formed part of the eThekwini Water and Sanitation (EWS) Feasibility study funded by the Dutch Government. When comparing the costs of the trenchless pipe bursting method against the traditional open trenching method, the results revealed that trenchless methods are undoubtedly cheaper and far less disruptive to the public. The results of the socio-economic survey revealed that trenchless methods were preferred by the public since it was less disturbing and the hindrances experienced were also far less than the traditional open trenching method. The results of the technical municipal survey questionnaire revealed that at least 50% of municipal technical staff of South Africa are not adequately informed about trenchless methods, its application and technical merits and drawbacks respectively. This survey questionnaire revealed that South Africa may be advancing over the years on the use of trenchless methods, however, more educating in the form of training, seminars and other methods of marketing must be undertaken starting at a municipal level.

Sign in / Sign up

Export Citation Format

Share Document