Abstract
In this paper, we developed a simulator-optimizer model based on risk analysis to determine Waste Load Allocation (WLA). A new Fuzzy index as Fuzzy Risk Index (FRI) was linked with multi-objective optimization to minimize FRI for the environmental stakeholder and the total cost of sewage treatment for the polluting industries as the other collective stakeholder. Afterwards, the conflict was resolved with the help of Nash bargaining and bankruptcy approach (Constrained Equal Awards Rule). The model was run using quantitative/qualitative data for the KhoramAbad River. To check the efficiency of FRI, the process followed for WLA was reimplemented by the Monte Carlo simulation (MCS). A comparison between the two approaches revealed that the outcomes derived from Fuzzy arithmetic across all aspects, encompassing river qualitative simulation, nondominated curve, Nash bargaining’s agreed point, and bankruptcy output, closely mirrored the results of MCS. The notable distinction lies in the drastic reduction of the model’s execution time by a factor of 450.
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The datasets generated during and/or analyzed during the current study are available from the corresponding author on reasonable request.
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Dr. Alireza Nouri conceived and designed the research, gathered the required data and information, did the calculations of the methodology, and analyzed the results of the study. Dr. Mohammadreza Bazargan-Lari provided critical preliminary consultation and final feedback. Mr. Ershad Oftadeh provided consultation and feedback on the bankruptcy section of the research and wrote the manuscript.
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Appendix. Nominations used in equations
Appendix. Nominations used in equations
D | Dissolve oxygen deficiency (mg/lit) |
---|---|
k 1 | The BOD decay coefficient (1/day) |
k 2 | The reaeration coefficient (1/day) |
\({L}_{c_0}\) | BOD at the entry of the reach |
L c | BOD at the end of the reach |
t | Spend time for the simulation reach |
\(\tilde{x}\) | Fuzzy variable value of x |
[x]α | Fuzzy variable of x in the α-cut |
\({\left[x\right]}_{\upalpha}^{\textrm{l}}\) | Lower limit of Fuzzy value of x in the x α-cut |
\({\left[x\right]}_{\upalpha}^{\textrm{u}}\) | Upper limit of Fuzzy value of x in the x α-cut |
μW | Membership function of low water quality |
c | Fuzzy arithmetic indicator |
cU | Upper limit of unacceptable cil variable |
cL | Lower limit of unacceptable cil variable |
\(\tilde{W}\) | Low water quality in Fuzzy form |
f | Distribution function of critical DO |
\({\upmu}_{{\textrm{D}}_{\textrm{cr}}}\) | Membership function of critical DO |
f i | Target function for stakeholder i |
d i | The disagreement point for stakeholder i |
H | Solution space |
\(\textrm{BO}{\textrm{D}}_i^{\textrm{Max}}\) | The maximum dischargeable biochemical oxygen demand for stakeholder i |
CEAi | WLA for unit i provided CEA Rule |
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Nouri, A., Bazargan-Lari, M. & Oftadeh, E. A new fuzzy approach and bankruptcy theory in risk estimation in Waste Load Allocation. Environ Monit Assess 195, 1254 (2023). https://doi.org/10.1007/s10661-023-11811-8
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DOI: https://doi.org/10.1007/s10661-023-11811-8