...
首页> 外文期刊>Hydrogeology journal >Three-dimensional mathematical model to simulate groundwater flow in the lower Palar River basin, southern India
【24h】

Three-dimensional mathematical model to simulate groundwater flow in the lower Palar River basin, southern India

机译:三维数学模型,模拟印度南部帕拉尔河下游的地下水流

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

A three-dimensional mathematical model to simulate regional groundwater flow was used in the lower Palar River basin, in southern India. The study area is characterised by heavy abstraction of groundwater for agricultural, industrial and drinking water supplies. There are three major pumping stations on the riverbed apart from a number of wells distributed over the area. The model simulates groundwater flow over an area of about 392 km2 with 70 rows, 40 columns, and two layers. The model simulated a transient-state condition for the period 1991–2001. The model was calibrated for steady- and transient-state conditions. There was a reasonable match between the computed and observed heads. The transient model was run until the year 2010 to forecast groundwater flow under various scenarios of overpumping and less recharge. Based on the modelling results, it is shown that the aquifer system is stable at the present rate of pumping, excepting for a few locations along the coast where the groundwater head drops from 0.4 to 1.81 m below sea level during the dry seasons. Further, there was a decline in the groundwater head by 0.9 to 2.4 m below sea level in the eastern part of the area when the aquifer system was subjected to an additional groundwater withdrawal of 2 million gallons per day (MGD) at a major pumping station.
机译:印度南部的帕拉河下游流域使用了三维数学模型来模拟区域地下水流。该研究区的特点是大量提取用于农业,工业和饮用水供应的地下水。除了分布在该地区的大量油井外,河床上还有三个主要的泵站。该模型模拟70排40列两层的约392 km2区域的地下水流。该模型模拟了1991-2001年期间的瞬态状态。该模型针对稳态和瞬态条件进行了校准。计算出的头和观察到的头之间存在合理的匹配。过渡模型一直运行到2010年,以预测在过度抽水和补给量较少的情况下的地下水流量。根据建模结果,可以看出,在目前的抽水速率下,含水层系统是稳定的,除了沿海岸的几个位置,在干旱季节,地下水位从海平面以下下降到0.4至1.81 m。此外,当含水层系统在一个主要的抽水站每天额外抽取200万加仑(MGD)的地下水时,该地区东部的地下水头下降到海平面以下0.9到2.4 m 。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号