首页> 外文OA文献 >Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China
【2h】

Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China

机译:抚仙湖TMDL开发的三维水动力和水质模型

摘要

Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making.
机译:抚仙湖是中国最大的深水湖泊。尽管其平均水质符合中国国家水质标准(CNWQS)的I级,即GB3838-2002,但监测数据表明,某些地区的水质接近II级阈值。因此,迫切需要通过总最大日负荷(TMDL)程序来减少流域负荷。针对抚仙湖,建立了三维水动力和水质模型,模拟了水流循环以及污染物的归宿和运输。模型开发过程包括几个步骤,包括网格生成,初始和边界条件配置以及模型校准过程。该模型准确地再现了观测到的水面高度,温度的时空变化以及总氮(TN),总磷(TP)和化学需氧量(COD)浓度,为进一步的TMDL分析提供了原型系统的合理数值表示。根据最大瞬时地表水和年平均地表水浓度,使用对CNWQS I级水质标准的两种解释来计算TMDL。对第一种情况的分析表明,TN,TP和COD负荷应分别减少66%,68%和57%。水质是重中之重;但是,当地的经济发展和降低负荷的成本可行性可能会带来重大问题。在第二种解释中,模型结果表明,在现有条件下,平均水质符合I类标准,因此无需减少负荷。需要进行进一步的研究,以进行风险和成本评估,以做出切实可行的决策。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利

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