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Economic evaluation of water supply systems operated with solar-driven electro-chlorination in rural regions in Nepal, Egypt and Tanzania

机译:尼泊尔,埃及和坦桑尼亚农村地区太阳能电力氯化供水系统经济评价

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Reliable data on the economic feasibility of small-scale rural water supply systems are insufficient, which hampers the allocation of funds to construct them, even as the need for their construction increases. To address this gap, three newly constructed water supply systems with water points in Nepal, Egypt, and Tanzania were accompanied by the authors throughout the planning and implementation phases and up to several years of operation. This study presents an analysis of their economic feasibility and suggests important factors for successful water supply system implementation at other rural locations. The ini-tial investment for construction of the new water supply systems ranged from 23,600 (sic) to 44,0 0 0 (sic), and operation and maintenance costs ranged from 547 (sic) to 1921 (sic) per year. The water price and actual multi-year average quantity of tapped water at each site were 7.7 (sic)/m(3) & 0.67 m(3)/d in Nepal, 0.7 (sic)/m(3) & 0.88 m(3)/d in Egypt and 0.9 (sic)/m(3) & 8.65 m(3)/d in Tanzania. Although the new water supply systems enjoyed acceptance among the consumers, the actual average water quantity tapped ranged from just 17 to 30 % of the demand for which the new supply systems were designed. While two of three sites successfully yielded a cash surplus through the sale of water, sufficient for operation, maintenance and basic repairs, no site showed a realistic chance of recovering the initial investment (reaching the break-even point) within the projected lifetime of the technical infrastructure. Reaching the break-even point within 5 years, which would be necessary to attract private investors, would require an unrealistic increase of the water price or the water consumption by factors ranging from 5.2 to 9.0. The economic viability of such systems therefore depends strongly on the quantity of water consumed and the water price, as well as the availability of funding from governments, NGOs or other sponsors not primarily interested in a financial return on their investment. (c) 2020 Published by Elsevier Ltd.
机译:关于小规模农村供水系统的经济可行性的可靠数据不足,这妨碍了资金的分配来构建它们,即使需要其施工增加。为了解决这一差距,尼泊尔,埃及和坦桑尼亚的三种新建的供水系统,伴随着整个规划和实施阶段的作者以及多年的运作。本研究提出了对其经济可行性的分析,并为其他农村地点实施了成功供水系统实施的重要因素。用于建造新供水系统的INI-TiAl投资范围从23,600(SIC)到44,00 0(SIC),运营和维护成本范围为每年547(SIC)至1921(SIC)。在尼泊尔的每个部位的水价和实际多年分布水的平均数量为7.7(SiC)/ m(3)&0.67米(3)/ d,0.7(SiC)/ m(3)&0.88米( 3)/ D在埃及和坦桑尼亚的0.9(SiC)/ m(3)&8.65米(3)/ d。虽然新供水系统在消费者中享有验收,但实际的平均水量距离新供电系统所需的需求仅为17至30%。虽然三个网站中的两个成功销售了现金盈余,但足以进行操作,维护和基本维修,而没有网站在预计的寿命中恢复初始投资(达到休息点)的现实机会技术基础设施。在5年内达到突破点,这是吸引私人投资者所必需的,需要不切实际的水价增加或通过5.2至9.0的因素的因素增加。因此,这种系统的经济可行性依赖于消耗的耗水量和水价的数量,以及各国政府,非政府组织或其他赞助商的供资,而不是主要对其投资的财务回报感兴趣。 (c)2020由elestvier有限公司发布

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