Fuzzy-based conflict resolution management of groundwater in-situ bioremediation under hydrogeological uncertainty

被引:19
|
作者
Taravatrooy, Narges [1 ]
Nikoo, Mohammad Reza [2 ]
Adamowski, Jan Franklin [3 ]
Khoramshokooh, Nafiseh [2 ]
机构
[1] Univ Yasuj, Dept Civil & Environm Engn, Sch Engn, Yasuj, Iran
[2] Shiraz Univ, Sch Engn, Dept Civil & Environm Engn, Shiraz, Iran
[3] McGill Univ, Fac Agr & Environm Sci, Dept Bioresource Engn, Montreal, PQ, Canada
关键词
BIOPLUME III; Fuzzy set theory; Graph model; In-situ bioremediation of groundwater; NSGA-II multi-objective optimization model; TRANSFORMATION METHOD; DECISION-SUPPORT; GRAPH MODEL; OPTIMIZATION; SIMULATION; DESIGN; SYSTEM; RIVER;
D O I
10.1016/j.jhydrol.2019.01.063
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this research study, a fuzzy multi-objective optimization methodology is proposed for in-situ groundwater bioremediation utilizing the Graph Model for Conflict Resolution. In the current model, uncertainties in hydraulic conductivity and the ratio of transverse to longitudinal dispersivity of contaminants are considered using the Fuzzy Transformation Method (FTM). First, the BIOPLUME III simulation model is linked with a Non-dominated Sorting Genetic Algorithm II (NSGA-II) multi-objective optimization model to optimize a groundwater bioremediation system regarding conflicting viewpoints of decision makers. Then, the hydrogeological uncertainties of the groundwater bioremediation system are included in the proposed methodology using FTM. The three main objectives of the in-situ bioremediation optimization model are overall cost (well installation, treatment or pumping, and facility capital), the sum of contaminant concentration violating any standards, and contaminant plume fragmentation, which need to be minimized based on stakeholders' preferences. Subsequently, GMCR II is utilized to resolve any conflicts between the perspectives of the stakeholders to achieve a compromise solution. The performance assessment results represent the ability of the proposed methodology for optimal in-situ groundwater bioremediation. Results show that the minimum fuzzy interval is 323%, and pertains to the overall cost of the bioremediation system in fuzzy alpha-cut levels of 0 and 0.5. Conversely, the maximum fuzzy interval is related to contaminant plume fragmentation in fuzzy alpha-cut levels of 0 and 03, and was found to be 95.1%.
引用
收藏
页码:376 / 389
页数:14
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