期刊文献+

基于可变环境标准约束的地下水修复优化模型 被引量:1

Groundwater remediation optimization model based on telescopic environmental-standard constraints
在线阅读 下载PDF
导出
摘要 提出了一个集成的模拟-优化方法用于设计不确定条件下受石油污染的地下水最优修复方法。该方法有以下4个优点:1通过建立的代理回归模型给修复策略(井的抽注速率)和修复性能(污染物浓度)之间提供了直接且响应迅速的桥梁;2减轻优化过程中产生的计算工作量;3提供一个能够揭示满足环境质量标准程度大小的满意度水平;4防止过于乐观或悲观的优化策略的制定。将该方法应用于位于安徽省某发电厂受石油污染的地下水含水层区域,用来识别最佳的修复策略。结果表明:在较宽松的、对修复效果影响不是很大的环境标准或者较长的修复周期条件下,大多数抽注修复井的抽注速率将会减小,伸缩指数的增加对修复优化结果并没有产生严重影响。 An integrated simulation-optimization approach for optimal design of petroleum-contaminated groundwater remediation under uncertainty is proposed. Compared to previous approaches, it has 4 advantages as follows: ( 1 ) providing a direct and response-rapid bridge between remediation strategies ( pumping rates) and remediation performance (contaminant concentrations)through the created surrogates;(2)alleviating the computational cost in the optimization process ; ( 3 ) providing a satisfaction level that indicates the degree to which the environmental quality standard is satisfied; (4) preventing the formulation of over optimistic and over pessimistic optimization strategies. The approach is applied to a petroleum-contaminated aquifer located in a power plant of Anhui Province for identifying the optimal remediation strategies. The results show that the pumping rates of most wells would decrease under a relaxed standard or longer remediation duration. The increased telescopic index has no serious effect on the optimal remediation strategy.
出处 《水资源保护》 CAS CSCD 2016年第1期176-183,194,共9页 Water Resources Protection
基金 国家自然科学基金(41271540) 国家优秀青年基金(5122906)
关键词 地下水修复 模拟 优化 代理模型 伸缩指数 groundwater remediation simulation optimization surrogate telescopic index
  • 相关文献

参考文献26

  • 1叶永红,宁立波.石油类污染物在包气带中的迁移预测——以兰州西固商业石油储备库为例[J].环境科学与技术,2009,32(11):186-189. 被引量:14
  • 2吴鸣,吴剑锋,林锦,祝晓彬,吴吉春.地下油罐泄漏区污染源的自动识别[J].环境科学学报,2013,33(12):3251-3259. 被引量:7
  • 3王丽华,吕铮,郝春博,王广才,石萍.某石油污染场地地下水中降解菌群落结构研究[J].环境科学与技术,2013,36(7):1-8. 被引量:18
  • 4CHEN Z.Integrated environmental modeling and risk assessment under uncertainty[D].Regina,Saskatchewan:University of Regina,2000.
  • 5THANGJAM S S,DIBAKAR C.Multi-objective optimization for optimal groundwater remediation design and management systems[J].Geoscience,2010,14(1):87-97.
  • 6LU H W,HUANG G H,ZENG G M,et al.An inexact twostage fuzzy-stochastic programming model for water resources management[J].Water Resources Management,2008,22:991-1016.
  • 7LIU S J,LI X G,WANG H X.Hydraulics analysis for groundwater flow through permeable reactive barriers[J].Environ Model Assess,2011,16:591-598.
  • 8MAYER A S,KELLEY C T,MILLER C T.Optimal design for problems involving flow and transport phenomena in subsurface systems[J].Advance in Water Resources,2002,25(8-12):1233-1256.
  • 9AHMAD A L,ISMAIL S,BHATIA S.Optimization of coagulation flocculation process for palm oil mill effluent using response surface methodology[J].Environment Science&Technology,2005,39:2828-2834.
  • 10HE L,HUANG G H,LU H W,et al.Optimization of surfactant-enhanced aquifer remediation for a laboratory BTEX system under parameter uncertainty[J].Environment Science&Technology,2008,42:2009-2014.

二级参考文献64

共引文献44

同被引文献6

引证文献1

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部