Envisaging the Sustainability of an Aquifer by Developing Groundwater Flow Model for a Part of ChoutuppalMandal, Nalgonda District, Telangana, India

P. K. Neupane, N. Mondal, A. Manglik
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引用次数: 3

Abstract

Recurring droughts and increased exploitation of groundwater to meet the growing water needs have resulted in the decline of regional groundwater level and drying weathered zone in a part of the Choutuppal Mandal, Nalgonda district, Telangana, India. In this study, a preliminary steady state groundwater flow modelling has been carried out by using Visual MODFLOW Classic Interface (Build 4.6.0.168), well inventory data from the existing 20 observation wells and a base map for the subsurface structure in order to evolve the future pumping schemes. The area spreading about 0.43 km2 is conceptualized as a two-layered model consisting of a weathered layer overlying a fractured aquifer. The model has been digitized into grids of 5m×5m in each layer. The integrated finite difference method has been utilized to discretize the groundwater flow equation and simulate groundwater flow with the help of calculated parameters along with the boundary conditions and acting stresses. Results show that the computed groundwater levels are in good agreement with the observed heads, and groundwater is flowing from the South to the North direction. The estimated velocities vary from 0.01 to 1.95 m/d. The optimum pumping schemes have also been simulated up to the year 2022. It has been observed that the maximum pumping rate should not go beyond 24 m3/day. Since the drinking water demand (10-15 m3/day) in the study site is below this limit, it can be inferred that the aquifer will sustain and provide enough drinking water.
通过开发地下水流动模型,设想含水层的可持续性,纳尔贡达地区,印度特伦甘纳
为满足日益增长的用水需求,反复发生的干旱和对地下水的开采增加,导致印度特伦加纳邦纳尔贡达地区的部分地区地下水位下降,风化区干燥。本研究利用Visual MODFLOW经典界面(Build 4.6.0.168),利用现有20口观测井的井库数据和地下结构底图,进行了初步的稳态地下水流动建模,以制定未来的抽水方案。面积约0.43平方公里的区域被概念化为一个两层模型,由风化层覆盖在破裂的含水层上。模型已数字化成每层5m×5m网格。利用积分有限差分法对地下水流动方程进行离散化,并结合边界条件和作用应力,利用计算参数对地下水流动进行模拟。结果表明,计算的地下水位与实测水头吻合较好,地下水呈由南向北流动的趋势。估计流速从0.01到1.95米/天不等。最佳抽水方案也进行了模拟,直至2022年。据观察,最大抽气量不应超过24立方米/天。由于研究场地的饮用水需求量(10-15 m3/d)低于该限值,因此可以推断含水层将维持并提供足够的饮用水。
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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