首页> 外文期刊>Environmental Monitoring and Assessment >Modelling of lindane transport in groundwater of metropolitan city Vadodara, Gujarat, India
【24h】

Modelling of lindane transport in groundwater of metropolitan city Vadodara, Gujarat, India

机译:印度古吉拉特邦大城市瓦都达拉地下水中林丹运输的建模

获取原文
获取原文并翻译 | 示例
       

摘要

Migration pattern of organochloro pesticide lindane has been studied in groundwater of metropolitan city Vadodara. Groundwater flow was simulated using the groundwater flow model constructed up to a depth of 60 m considering a three-layer structure with grid size of 40x40x40 m(3). The general groundwater flow direction is from northeast to south and southwest. The river Vishwamitri and river Jambua form natural hydrologic boundary. The constant head in the north and south end of the study area is taken as another boundary condition in the model. The hydraulic head distribution in the multilayer aquifer has been computed from the visual MODFLOW groundwater flow model. TDS has been computed though MT3D mass transport model starting with a background concentration of 500 mg/l and using a porosity value of 0.3. Simulated TDS values from the model matches well with the observed data. Model MT3D was run for lindane pesticide with a background concentration of 0.5 mu g/l. The predictions of the mass transport model for next 50 years indicate that advancement of containment of plume size in the aquifer system both spatially and depth wise as a result of increasing level of pesticide in river Vishwamitri. The restoration of the aquifer system may take a very long time as seen from slow improvement in the groundwater quality from the predicted scenarios, thereby, indicating alarming situation of groundwater quality deterioration in different layers. It is recommended that all the industries operating in the region should install efficient effluent treatment plants to abate the pollution problem.
机译:研究了大城市瓦都达拉地下水中有机氯农药林丹的迁移规律。考虑到网格大小为40x40x40 m(3)的三层结构,使用深度达60 m的地下水流模型模拟了地下水流。地下水的总流向是从东北到南方和西南。 Vishwamitri河和Jambua河形成自然水文边界。研究区域的南北两端的恒定水头被视为模型中的另一个边界条件。多层含水层中的水力压头分布是根据可视的MODFLOW地下水流模型计算得出的。通过MT3D传质模型已经计算出TDS,其背景浓度为500 mg / l,孔隙率为0.3。来自模型的模拟TDS值与观察到的数据非常匹配。运行MT3D模型用于林丹农药,背景浓度为0.5μg / l。对未来50年的大规模运输模型的预测表明,由于Vishwamitri河中农药含量的增加,含水层系统中羽流大小的控制在空间和深度上都有所提高。从预测的情况来看,从地下水质量的缓慢改善来看,含水层系统的恢复可能会花费很长时间,从而表明了不同层的地下水质量恶化的令人担忧的情况。建议该地区所有行业都应安装高效的污水处理厂,以减轻污染问题。

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