Provision of drinking water and sanitation to the rural population in Latin America

Includes bibliography

Horizontal co-operation in drinking water supply and sanitation in the Caribbean

Se refiere a las actividades que sirven de antecedente a las actuales iniciativas de la CEPAL en el Caribe; describe los objetivos y el alcance de la cooperación horizontal; examina la experiencia del Caribe en materia de cooperación horizontal en el sector del agua potable y del saneamiento ambiental, y sobre esa base, identifica para el Caribe las principales consideraciones relativas al fortalecimiento de la cooperación técnica y económica en el sector.

Informe del Segundo Seminario Latinoamericano sobre Cooperación Horizontal para el Decenio Internacional del Agua Potable y del Saneamiento Ambiental = Report of the Second Latin American Seminar on Horizontal Co-operation for the International Drinking Water Supply and Sanitation Decade

Incluye Bibliografía

Women and the International Drinking Water Supply and Sanitation Decade in Latin America

Includes bibliography

Central America: recent experience on horizontal co-operation in drinking water supply and sanitation

Presenta una visión somera del estado actual de la cooperación horizontal en lo referente al suministro de agua potable y saneamiento ambiental en los 6 países del Istmo Centroamericano. Describe las principales actividades que se han llevado a cabo, presenta los posibles campos de acción para la cooperación y recoge conclusiones generales.

Water supply situation in the LDC's of the East Caribbean at the beginning of the International Drinking Water Supply and Sanitation Decade: a brief note

Includes bibliography

IX Meeting of the Steering Committee for Cooperative Action on the International Drinking Water Supply and Sanitation Decade (IDWSSD), 15-16 April, 1982

Comenta aspectos principales sobre los cuales se centro el debate en la reunion.

Water supply and sanitation for the poor: the achievements of the International Drinking Water Supply and Sanitation Decade in Latin America and the Caribbean = Abastecimiento de agua y saneamiento ambiental para los pobres: los logros del Decenio Internacional del Agua Potable y del Saneamiento Ambiental en América Latina y el Caribe

Incluye Bibliografía

Abastecimiento de agua potable y el saneamiento ambiental para la población rural dispersa en América Latina = Drinking water supply and sanitation for the dispersed rural population in Latin America

Incluye Bibliografía

Measurement of Wave Attenuation in Buried Plastic Water Distribution Pipes

Leaks in pipes are a common issue encountered in the water industry. Acoustic methods are generally successful in finding and locating leaks in metallic pipes, however, they are less effective when applied to plastic pipes. This is because leak-noise signals are heavily attenuated due to high damping in the pipe-wall and sound radiation into the soil. As result, high frequency leak noise does not travel long distances. To determine how far leak noise may travel in a pipe at any frequency, the attenuation of the wave responsible for leak noise propagation should be known. In this paper a new method to estimate this is described. The method is then applied to some measurements made on a bespoke pipe-test rig in the UK, and the results are compared with theoretical predictions.

Water distribution in dentin matrices: Bound vs. unbound water

Objective. This work measured the amount of bound versus unbound water in completely-demineralized dentin.Methods. Dentin beams prepared from extracted human teeth were completely demineralized, rinsed and dried to constant mass. They were rehydrated in 41% relative humidity (RH), while gravimetrically measuring their mass increase until the first plateau was reached at 0.064 (vacuum) or 0.116 g H2O/g dry mass (Drierite). The specimens were then exposed to 60% RH until attaining the second plateau at 0.220 (vacuum) or 0.191 g H2O/g dry mass (Drierite), and subsequently exposed to 99% RH until attaining the third plateau at 0.493 (vacuum) or 0.401 g H2O/g dry mass (Drierite).Results. Exposure of the first layer of bound water to 0% RH for 5 min produced a -0.3% loss of bound water; in the second layer of bound water it caused a -3.3% loss of bound water; in the third layer it caused a -6% loss of bound water. Immersion in 100% ethanol or acetone for 5 min produced a 2.8 and 1.9% loss of bound water from the first layer, respectively; it caused a -4 and -7% loss of bound water in the second layer, respectively; and a -17 and -23% loss of bound water in the third layer. Bound water represented 21-25% of total dentin water. Chemical dehydration of water-saturated dentin with ethanol/acetone for 1 min only removed between 25 and 35% of unbound water, respectively.Signcance. Attempts to remove bound water by evaporation were not very successful. Chemical dehydration with 100% acetone was more successful than 100% ethanol especially the third layer of bound water. Since unbound water represents between 75 and 79% of total matrix water, the more such water can be removed, the more resin can be infiltrated. (C) 2014 Academy of Dental Materials. Published by Elsevier Ltd. All rights reserved.

Influence of microbiological quality of drinking water in the intestinal morphology of broilers

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

An investigation into the effects of resonances on the time delay estimate for leak detection in buried plastic water distribution pipes

In water distribution systems, old metallic pipes have been replaced by plastic pipes due to their deterioration over time. Although acoustic methods are effective in finding leaks in metallic pipes, they have been found to be problematic when applied to plastic pipes due to the high damping within the pipe wall and the surrounding medium. This is responsible for the leak signal not traveling long distances. Moreover, the leak energy in plastic pipes is generally located at a narrow frequency range located at low frequencies. However, the presence of resonances can narrow even more this frequency range. In order to minimise the influence of background noise and resonances on the calculation of the time delay estimate, band-pass filters are often used to supress undesirable frequency components of the noise. The objective of this paper is to investigate the influence of resonances in the pipe system (pipe, valves, connections and hydrants), on the time delay estimate calculated using acoustic signals. Analytical models and actual leak data collected in a bespoke rig located in the United Kingdom are used to investigate this feature.