This report identifies opportunities and challenges for local financing of water utilities in Peru and suggests recommendations for removing barriers and creating incentives for scaling-up local financing to local water utilities. It was developed with an understanding that meeting the Millennium Development Goals (MDGs) in water and sanitation in Peru will require scaling up local financing for the sector and that efficiency and effectiveness can be enhanced by greater involvement of local institutional investors and other parties. This joint study exposes many of the barriers to local private financing facing the urban water supply and sewerage (WS&S) sector in Peru. In short, the majority of local water utilities cannot meet credit rating and governance standards required to access private financing. Consequently, loans from financial markets are rare. These findings are probably not specific to Peru. Accordingly, there is great value for central governments to undertake similarly detailed studies to identify the obstacles preventing access to local financing unique to their country's WS&S sector. | Este informe identifica oportunidades y retos para el financiamiento local de las Empresas de Agua (EPS) en Perú y sugiere recomendaciones para eliminar las barreras y crear los incentivos que permitan expandir el financiamiento local a las EPS. Fue desarrollado partiendo de la premisa de que el logro de los Objetivos de Desarrollo del Milenio en Perú, en materia de agua y saneamiento, requerirá la expansión del financiamiento privado al sector; asimismo, que es posible incrementar la eficacia y la eficiencia de las EPS por medio de una mayor participación de inversores institucionales locales y otros actores.

Road salt is pervasively used throughout Canada and in other cold regions during winter. For cities relying exclusively on groundwater, it is important to plan and minimize the application of salt accordingly to mitigate the adverse effects of high chloride concentrations in water supply aquifers. The use of geospatial data (road network, land use, Quaternary and bedrock geology, average annual recharge, water-table depth, soil distribution, topography) in the DRASTIC methodology provides an efficient way of distinguishing salt-vulnerable areas associated with groundwater supply wells, to aid in the implementation of appropriate management practices for road salt application in urban areas. This research presents a GIS-based methodology to accomplish a vulnerability analysis for 12 municipal water supply wells within the City of Guelph, Ontario, Canada. The chloride application density (CAD) value at each supply well is calculated and related to the measured groundwater chloride concentrations and further combined with soil media and aquifer vadose- and saturated-zone properties used in DRASTIC. This combined approach, CAD-DRASTIC, is more accurate than existing groundwater vulnerability mapping methods and can be used by municipalities and other water managers to further improve groundwater protection related to road salt application.

The isotopic compositions (D and ¹⁸O) of 177 precipitation samples collected at seven observation stations in Toyama Prefecture and one station in Gifu Prefecture in the northern part of central Japan were determined. The source and characteristics of the isotopes were clarified and their contribution to the groundwater flow systems of three major alluvial fans in the same area were investigated. The δD and δ¹⁸O values ranged from −113.3 to −26.7‰ and − 16.4 to −4.2‰, respectively. Precipitation samples collected from May to September (summer) and November to March (winter) plotted along two meteoric water lines, with d-excess = 10 and 30, respectively. Conversely, precipitation samples collected in April and October, and some samples in November to March, plotted between the two meteoric water lines. The contribution of precipitation to the groundwater systems was modelled based on the assumption that groundwater is a mixture of major river water and precipitation. According to the observed δ¹⁸O values for the precipitation, river water, and groundwater samples, the contribution of local precipitation to groundwater reservoirs ranged from 5 to 100%. Groundwater flows near the rivers did not always originate from 100% river runoff; however, the contribution of river runoff to groundwater decreased with increasing distance from the rivers, and groundwater flows far from the river were generated mainly by precipitation. The possibility of using groundwater for a ground-source heat pump system, for air conditioning in houses and to melt the snow on roads, is also discussed.