Efficient Storm Water Management and Rainwater Harvesting System: a Case Study in Swami Vivekananda Airport Raipur

Digeshwar Prasad Sahu
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Abstract

Water is crucial and it has always been considered throughout history as a natural resource for the survival of humanity and other living beings therefore globally the shortage of quality water and its availability is an important issue. Groundwater is the only source of water of the Swami Vivekananda Airport Raipur, and it faces water crisis when the groundwater level decreases. In this scenario, Rain Water Harvesting (RWH) can contribute considerably to tackle these problems. Rainwater treatment systems can be installed at different potential locations in study area based on their physical site conditions such as slope, elevation etc. The airport has 38955.62 Square meters rooftop area out of 2.108 Square Kilometres total area, water collected from the rooftop will fulfil approximately 30% of the total daily demand of the airport. Apart from this airport is properly designed drainage system storm water is collected and separated into three potential zones. Zone I, II and III having area 0.2393, 0.4307 and 1.4382 sq. Kms respectively, which produce a different runoff amount based on maximum daily rainfall. Storm water is treated by Slow Sand Filter (SSF) of rate of 200 litres per hour per square meter and stored under design capacity, size and number of treatment unit depend on the maximum discharge at their respective zones. Treated rainwater is utilized for recharge purpose through the recharge trench when excess water comes from the rainwater tank. The cost-benefit analysis also done for before and after implementation of the project.
高效雨水管理和雨水收集系统:以瑞普尔斯瓦米·维韦卡南达机场为例
水是至关重要的,历史上一直被认为是人类和其他生物生存的自然资源,因此全球优质水的短缺及其可用性是一个重要问题。地下水是莱普尔斯瓦米·维韦卡南达机场的唯一水源,当地下水位下降时,它面临着水危机。在这种情况下,雨水收集(RWH)可以在很大程度上解决这些问题。雨水处理系统可根据场地的物理条件(如坡度、海拔等)在研究区域的不同潜在位置安装。在2.108平方公里的总面积中,机场的屋顶面积为38955.62平方米,从屋顶收集的水将满足机场每日总需求量的约30%。除了这个机场设计合理的排水系统,雨水被收集并分成三个潜在的区域。一、二、三区面积分别为0.2393、0.4307、1.4382平方。根据最大日降雨量产生不同的径流量。雨水由每平方米每小时200公升的慢沙过滤器处理,并按设计容量储存,处理装置的大小及数目视乎各分区的最大排放量而定。处理后的雨水从雨水罐中流出多余的水时,通过回灌沟进行回灌。并对项目实施前后进行了成本效益分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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