Estimation of Groundwater Recharge and Draft of Arwal District Watershed based on Changing Trend of Rainfall and Population Forecasting

Randhir Kumar, Birendra Bharti
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Abstract

Increasing demand of fresh water is not only an issue in India but across the world. Rapid growth of population is a major cause of harassing the natural resources and groundwater is one of them. The methodology for groundwater resources assessment in India is mainly based on Ground Water Resources Estimation Committee,1997 and it involves assessment of annual groundwater resources recharge, annual groundwater draft (utilization) and the percentage of utilization with respect to recharge (stage of development). The assessment units (blocks/watersheds) are categorized based on stage of groundwater development (utilization) and the long term water level trend. This study estimates the recharge and draft of Groundwater in Arwal District due to uses for irrigation, domestic and industrial uses, etc. The characteristic of annual rainfall, monsoon rainfall and non-monsoon rainfall were analyzed. The average annual rainfall of Arwal district is 743.05 mm, monsoon rainfall as 654.18 mm and non-monsoon rainfall was recorded as 66.87 mm. Groundwater recharge was estimated at 49766.15 ha-m and draft was determined as 52973.15 ha-m. Population study of district was forecasted using Geographical Increased method. Based on this study results, the total annual demand of water for Domestic purposes was estimated at 41.09 MCM. Draft of groundwater was observed more than recharge of groundwater. This needs proper planning and management of existing groundwater resources.
基于降水变化趋势和人口预测的Arwal地区流域地下水补给与抽水量估算
淡水需求的增加不仅是印度的问题,也是全世界的问题。人口的快速增长是破坏自然资源的主要原因之一,地下水就是其中之一。印度地下水资源评估的方法主要以1997年地下水资源评估委员会的报告为基础,涉及地下水资源年回灌量、地下水年采水量(利用)和利用对回灌的百分比(发展阶段)的评估。根据地下水开发(利用)阶段和长期水位趋势对评价单元(区块/流域)进行分类。本研究估算了Arwal地区因灌溉、生活和工业等用途而产生的地下水补给和抽水量。分析了年降水量、季风雨降水量和非季风雨降水量的特征。Arwal地区年平均降雨量为743.05 mm,季风降雨量为654.18 mm,非季风降雨量为66.87 mm。地下水回灌量估计为49766.15 hm -m,吃水量确定为52973.15 hm -m。采用地理增长法对区域人口进行预测。根据这项研究结果,估计全年生活用水总需求量为41.09 MCM。地下水回灌量大于地下水回灌量。这需要对现有地下水资源进行适当的规划和管理。
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