尼日利亚埃多州农村社区的雨水收集供水系统

J. Okovido, U. Owen-Egharevba, L. Akhigbe
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引用次数: 2

摘要

水资源短缺仍然是尼日利亚许多农村社区的一个主要问题。在这项研究中,为尼日利亚埃多州的一个农村社区Ogbekpen设计了一个雨水收集系统。利用雨水管理模型(SWMM)、Arcmap 10.1软件和尼日利亚气象局(NIMET) 2000-2016年的日降雨量数据,开发了雨水收集的概念模型。考虑了径流、降雨强度和三个指定汇水区的高程变化。结果表明,在6025.9 m2的屋顶有效总面积中,每年可收集的雨水总量(供水)为14,314,351.70 L (14,314 m3)。这是年需水量4317965.60升(4318立方米)的3倍,表明了该系统满足年需水量的能力。1区、2区和3区所需的储罐容量分别为870,412.76升(870立方米)、955,319.4升(955立方米)和788,629.88升(789立方米)。对三个区域的屋顶水和现有的储水井进行了物理化学和微生物分析,结果表明后者不符合饮用水质量准则,从而突出了适当的输送和储存系统对改善该地区水质和可用性的重要性。
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Rainwater Harvesting System for Water Supply in a Rural Community in Edo State, Nigeria
Water scarcity is still a major problem in many rural communities in Nigeria. In this study, a rain water harvesting system was designed for Ogbekpen, a rural community in Edo state, Nigeria. A conceptual model for rainwater harvesting was developed using the storm water management model (SWMM), Arcmap 10.1 software and daily rainfall data (2000-2016) obtained from the Nigerian Meteorological Agency (NIMET). Runoff, rainfall intensity and change in elevation of three designated catchment zones were taken into consideration. The results revealed that the total amount of rainwater that could be harvested annually (water supply) was 14,314,351.70 L (14,314 m3) from an overall effective rooftop area of 6025.9 m2. This was three times the annual water demand (4,317,965.60 L (4318 m3)), thus demonstrating the capability of the system to meet annual water demand. The required tank capacities for zones 1, 2 and 3 were 870,412.76 L (870 m3), 955,319.4 5L (955 m3) and 788,629.88 L (789 m3) respectively. Comparative physicochemical and microbial analysis of water from rooftops in the three zones and an existing storage well showed that the latter did not comply with drinking water quality guidelines, thus highlighting the importance of a proper conveyance and storage system to improve water quality and availability in the area.
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