首页> 外文期刊>Ecological indicators >Water quality safety prediction model for drinking water source areas in Three Gorges Reservoir and its application
【24h】

Water quality safety prediction model for drinking water source areas in Three Gorges Reservoir and its application

机译:三峡库区饮用水源区水质安全预测模型及其应用

获取原文
获取原文并翻译 | 示例
           

摘要

In recent years, water pollution accidents have become major ecological environmental pollution ones in China, and bring potential risk to urban drinking water safety. The research aimed to develop a water quality safety prediction model for drinking water source areas in Three Gorges Reservoir and simulate pollutant distribution in water bodies under pollution accident conditions. In this study, a new algorithm of two-dimensional water quantity model was proposed, which incorporated Digital Elevation Model as a computational grid into the Geographic Information System. By comparing the water quality observed values with the predicted values of the study area in 2014, the relative error was less than 6%, the model can be applied in a reasonable range. Furthermore, this study assumed a pollution accident that the Huangjuedu drinking water source area was polluted by TP pollution (level V) of 0.4 mg/L. Based on the statistical annual date of Zhutuo hydrological station in 2016 (as blank group), dispatching test that was conducted by increasing discharge flow of Xiangjia Dam Reservoir. The results shows that the water velocity of intake increased with discharge flow of Xiangjia Dam Reservoir, and that the maximum water velocity was 2.051 m/s. The pollutant concentration of HDWSA intake decreased rapidly with the increase of the discharge flow. When the discharge flow was 0m(3)/s, the concentration of intake reached the level III water quality standard after 127.8 min. When the discharge flow was 12,000 m(3)/s, the concentration of intake reached the level III water quality standard after 116.7 min. In the dispatching test, the rate of migration and diffusion of the pollutant to the lower reaches was greatly affected by the discharge flow of Xiangjia Dam Reservoir. The model could predict the water velocity and pollutant concentrations at the intake, as well as temporal-spatial distributions of pollutants in the whole water source area. Prediction results of the model were helpful for management departments to predict grasp the change of pollutions timely and accurately, and make corresponding plans under accident conditions.
机译:近年来,水污染事故已成为中国的主要生态环境污染,并为城市饮用水安全带来潜在风险。研究旨在为三峡库区饮用水源区域进行水质安全预测模型,并在污染事故条件下模拟水体污染物分布。在该研究中,提出了一种新的二维水量模型算法,该算法将数字高度模型作为计算网格结合到地理信息系统中。通过将水质观测值与2014年研究区域的预测值进行比较,相对误差小于6%,该模型可以在合理的范围内应用。此外,本研究假设黄金湖饮用水源区域受到0.4 mg / L的TP污染(v)污染的污染事故。基于2016年Zhutuo水文站的统计年度日期(作为空白组),通过增加湘家水库的排放流动进行的调度试验。结果表明,湘家水库的排放流量增加了摄入量增加,最大水速度为2.051米/秒。随着排出流量的增加,HDWSA摄入量的污染物浓度迅速下降。当排出流量为0m(3)/ s时,127.8分钟后摄入量达到III水平水质标准。当放电流量为12​​,000米(3)/ s时,116.7分钟后摄入量达到III水平的水质标准。在调度试验中,潮汐坝水库排放流量的迁移率和污染物的扩散速度大大影响。该模型可以预测进气中的水速度和污染物浓度,以及整个水源区域中污染物的时间空间分布。该模型的预测结果对管理部门有助于预测及时准确地掌握污染的变化,并在事故条件下进行相应的计划。

著录项

  • 来源
    《Ecological indicators》 |2019年第6期|734-741|共8页
  • 作者单位

    North China Elect Power Univ Coll Environm Sci & Engn MOE Key Lab Resources & Environm Syst Optimizat Beijing 102206 Peoples R China|Univ Regina Inst Energy Environm & Sustainable Communities Regina SK S4S 7H9 Canada;

    North China Elect Power Univ Coll Environm Sci & Engn MOE Key Lab Resources & Environm Syst Optimizat Beijing 102206 Peoples R China;

    North China Elect Power Univ Coll Environm Sci & Engn MOE Key Lab Resources & Environm Syst Optimizat Beijing 102206 Peoples R China;

    North China Elect Power Univ Coll Environm Sci & Engn MOE Key Lab Resources & Environm Syst Optimizat Beijing 102206 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Water quality prediction model; Drinking water source area; Water pollution accident; Ecological dispatching;

    机译:水质预测模型;饮用水源区;水污染事故;生态调度;

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