Evaluation of the impact of a simple hand-washing and water-treatment intervention in rural health facilities on hygiene knowledge and reported behaviours of health workers and their clients, Nyanza Province, Kenya, 2008

2014 ◽  
Vol 143 (4) ◽  
pp. 873-880 ◽  
Author(s):  
N. SREENIVASAN ◽  
S. A. GOTESTRAND ◽  
S. OMBEKI ◽  
G. OLUOCH ◽  
T. K. FISCHER ◽  
...  
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Rural Health ◽  
Health Workers ◽  
Health Facilities ◽  
Hand Washing ◽  
Treatment Intervention ◽  
Treatment Procedure ◽  
Western Kenya ◽  
The Impact

SUMMARYMany clinics in rural western Kenya lack access to safe water and hand-washing facilities. To address this problem, in 2005 a programme was initiated to install water stations for hand washing and drinking water in 109 health facilities, train health workers on water treatment and hygiene, and motivate clients to adopt these practices. In 2008, we evaluated this intervention's impact by conducting observations at facilities, and interviewing staff and clients about water treatment and hygiene. Of 30 randomly selected facilities, 97% had water stations in use. Chlorine residuals were detectable in at least one container at 59% of facilities. Of 164 interviewed staff, 79% knew the recommended water-treatment procedure. Of 298 clients, 45% had received training on water treatment at a facility; of these, 68% knew the recommended water-treatment procedure. Use of water stations, water treatment, and client training were sustained in some facilities for up to 3 years.

scholarly journals Why do health workers give anti-malarials to patients with negative rapid test results? A qualitative study at rural health facilities in western Uganda

2016 ◽  
Vol 15 (1) ◽  
Author(s):  
Robin Altaras ◽  
Anthony Nuwa ◽  
Bosco Agaba ◽  
Elizabeth Streat ◽  
James K. Tibenderana ◽  
...  
Keyword(s):  
Qualitative Study ◽  
Rural Health ◽  
Health Workers ◽  
Rapid Test ◽  
Health Facilities ◽  
Test Results ◽  
Western Uganda

scholarly journals Coagulation/flocculation prior to low pressure membranes in drinking water treatment: a review

2020 ◽  
Vol 6 (11) ◽  
pp. 2993-3023
Author(s):  
Tyler A. Malkoske ◽  
Pierre R. Bérubé ◽  
Robert C. Andrews
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Membrane Fouling ◽  
Drinking Water Treatment ◽  
Low Pressure ◽  
Floc Properties ◽  
The Impact

Coagulation/flocculation has been grouped into three typical configurations and the impact of each examined in terms of floc properties and membrane fouling.

scholarly journals Bacterial Colonization of Pellet Softening Reactors Used during Drinking Water Treatment

2010 ◽  
Vol 77 (3) ◽  
pp. 1041-1048 ◽  
Author(s):  
Frederik Hammes ◽  
Nico Boon ◽  
Marius Vital ◽  
Petra Ross ◽  
Aleksandra Magic-Knezev ◽  
...  
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Organic Carbon ◽  
Bacterial Colonization ◽  
Flow Cytometric Analysis ◽  
Drinking Water Treatment ◽  
Strong Base ◽  
Water Treatment Process ◽  
Chemically Induced ◽  
The Impact

ABSTRACTPellet softening reactors are used in centralized and decentralized drinking water treatment plants for the removal of calcium (hardness) through chemically induced precipitation of calcite. This is accomplished in fluidized pellet reactors, where a strong base is added to the influent to increase the pH and facilitate the process of precipitation on an added seeding material. Here we describe for the first time the opportunistic bacterial colonization of the calcite pellets in a full-scale pellet softening reactor and the functional contribution of these colonizing bacteria to the overall drinking water treatment process. ATP analysis, advanced microscopy, and community fingerprinting with denaturing gradient gel electrophoretic (DGGE) analysis were used to characterize the biomass on the pellets, while assimilable organic carbon (AOC), dissolved organic carbon, and flow cytometric analysis were used to characterize the impact of the biological processes on drinking water quality. The data revealed pellet colonization at concentrations in excess of 500 ng of ATP/g of pellet and reactor biomass concentrations as high as 220 mg of ATP/m3of reactor, comprising a wide variety of different microorganisms. These organisms removed as much as 60% of AOC from the water during treatment, thus contributing toward the biological stabilization of the drinking water. Notably, only a small fraction (about 60,000 cells/ml) of the bacteria in the reactors was released into the effluent under normal conditions, while the majority of the bacteria colonizing the pellets were captured in the calcite structures of the pellets and were removed as a reusable product.

scholarly journals Application of Coagulation–Membrane Rotation to Improve Ultrafiltration Performance in Drinking Water Treatment

Membranes ◽  
2021 ◽  
Vol 11 (8) ◽  
pp. 643
Author(s):  
Hongjian Yu ◽  
Weipeng Huang ◽  
Huachen Liu ◽  
Tian Li ◽  
Nianping Chi ◽  
...  
Keyword(s):  
Shear Stress ◽  
Drinking Water ◽  
Water Treatment ◽  
Membrane Fouling ◽  
Membrane Filtration ◽  
Drinking Water Treatment ◽  
Permeate Flux ◽  
Organic Removal ◽  
Cake Layer ◽  
The Impact

The combination of conventional and advanced water treatment is now widely used in drinking water treatment. However, membrane fouling is still the main obstacle to extend its application. In this study, the impact of the combination of coagulation and ultrafiltration (UF) membrane rotation on both fouling control and organic removal of macro (sodium alginate, SA) and micro organic matters (tannic acid, TA) was studied comprehensively to evaluate its applicability in drinking water treatment. The results indicated that membrane rotation could generate shear stress and vortex, thus effectively reducing membrane fouling of both SA and TA solutions, especially for macro SA organics. With additional coagulation, the membrane fouling could be further reduced through the aggregation of mediate and macro organic substances into flocs and elimination by membrane retention. For example, with the membrane rotation speed of 60 r/min, the permeate flux increased by 90% and the organic removal by 35% in SA solution, with 40 mg/L coagulant dosage, with an additional 70% increase of flux and 5% increment of organic removal to 80% obtained. However, too much shear stress could intensify the potential of fiber breakage at the potting, destroying the flocs and resulting in the reduction of permeate flux and deterioration of effluent quality. Finally, the combination of coagulation and membrane rotation would lead to the shaking of the cake layer, which is beneficial for fouling mitigation and prolongation of membrane filtration lifetime. This study provides useful information on applying the combined process of conventional coagulation and the hydrodynamic shear force for drinking water treatment, which can be further explored in the future.

Study on secondary reaction and fate of hazardous chemicals by oxidants

1997 ◽  
Vol 36 (12) ◽  
pp. 325-331 ◽  
Author(s):  
S. J. Kim ◽  
K. H. Oh ◽  
S. H. Lee ◽  
S. S. Choi ◽  
K. C. Lee
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Water Source ◽  
Treatment Method ◽  
Gas Chromatography Mass Spectrometry ◽  
Drinking Water Source ◽  
Treatment Procedure ◽  
Emergency Control ◽  
Water Treatments ◽  
By Products

The water treatment procedure can lead to the formation of by-products, when the drinking water source is contaminated with trace amounts of organic matter. In this study, the disinfection by-products (DBPs) of trace organic compounds were identified to provide the knowledge on the possible DBPs of the contaminated water during the general or emergent water treatment procedure. Chlorination or ozonation was performed in the laboratory scale under the conditions for the drinking water treatments, and the DBPs of 16 VOCs and 4 phenols were screened using gas chromatography/mass spectrometry (GC/MS). By the chlorination, dichlorobenzene was produced from benzene, ethylbenzene and styrene. 1,2-dichloroethane, 1,2-dichloropropane and phenol produced 1,1,1-trichloroethane, chloroform and chlorophenol, respectively. By the ozonation, bromoform changed to dibromomethane and styrene produced benzaldehyde. Finally, the water treatment method of each classified contaminant group was suggested for the emergency control of contamination.

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