Research Article
A Fuzzy Simulation-Based Optimization Approach for Groundwater Remediation Design at Contaminated Aquifers
Table 2
Scenarios of flow rates in injection and extraction wells (ft3/sec).
| Scenario | p1 | b1 | p2 | b2 | p3 | p4 |
| 1 | 0.01 | 0.020 | 0.01 | 0.02 | 0.01 | 0.010 | 2 | 0.015 | 0.030 | 0.015 | 0.03 | 0.015 | 0.015 | 3 | 0.012 | 0.025 | 0.014 | 0.025 | 0.008 | 0.016 | 4 | 0.009 | 0.010 | 0.021 | 0.058 | 0.018 | 0.020 | 5 | 0.013 | 0.037 | 0.006 | 0.01 | 0.02 | 0.008 | 6 | 0.02 | 0.049 | 0.018 | 0.036 | 0.029 | 0.018 | 7 | 0.03 | 0.052 | 0.025 | 0.04 | 0.025 | 0.012 | 8 | 0.006 | 0.044 | 0.028 | 0.016 | 0.021 | 0.005 | 9 | 0.025 | 0.032 | 0.008 | 0.033 | 0.006 | 0.026 | 10 | 0.029 | 0.042 | 0.017 | 0.045 | 0.032 | 0.009 | 11 | 0.005 | 0.029 | 0.009 | 0.028 | 0.012 | 0.031 | 12 | 0.007 | 0.035 | 0.013 | 0.038 | 0.021 | 0.032 | 13 | 0.018 | 0.002 | 0.012 | 0.048 | 0.009 | 0.011 | 14 | 0.026 | 0.057 | 0.018 | 0.018 | 0.011 | 0.020 | 15 | 0.016 | 0.040 | 0.026 | 0.022 | 0.013 | 0.007 | 16 | 0.021 | 0.042 | 0.019 | 0.029 | 0.017 | 0.014 | 17 | 0.014 | 0.026 | 0.011 | 0.012 | 0.005 | 0.008 | 18 | 0.019 | 0.034 | 0.007 | 0.019 | 0.014 | 0.013 | 19 | 0.022 | 0.038 | 0.02 | 0.024 | 0.016 | 0.004 | 20 | 0.024 | 0.008 | 0.005 | 0.032 | 0.007 | 0.004 | 21 | 0.005 | 0.038 | 0.033 | 0 | 0 | 0.000 | 22 | 0.033 | 0.031 | 0 | 0.021 | 0.019 | 0.000 | 23 | 0.023 | 0.087 | 0.022 | 0 | 0.023 | 0.019 | 24 | 0 | 0.008 | 0.016 | 0.06 | 0.035 | 0.017 | 25 | 0.008 | 0.059 | 0.029 | 0.006 | 0.022 | 0.006 | 26 | 0.004 | 0.003 | 0.021 | 0.08 | 0.03 | 0.028 | 27 | 0.012 | 0.029 | 0.023 | 0.029 | 0.013 | 0.010 | 28 | 0.02 | 0.041 | 0.016 | 0.031 | 0.021 | 0.015 | 29 | 0.017 | 0.033 | 0.006 | 0.02 | 0.019 | 0.011 | 30 | 0.008 | 0.026 | 0.011 | 0.025 | 0.011 | 0.021 | 31 | 0.011 | 0.028 | 0.007 | 0.015 | 0.024 | 0.001 | 32 | 0.016 | 0.055 | 0.021 | 0.032 | 0.038 | 0.012 | 33 | 0.020 | 0.074 | 0.016 | 0.006 | 0.012 | 0.033 | 34 | 0.029 | 0.072 | 0.028 | 0.060 | 0.036 | 0.039 | 35 | 0.012 | 0.000 | 0.022 | 0.039 | 0.004 | 0.001 | 36 | 0.004 | 0.024 | 0.007 | 0.022 | 0.003 | 0.033 | 37 | 0.018 | 0.039 | 0.013 | 0.026 | 0.009 | 0.025 | 38 | 0.019 | 0.023 | 0.005 | 0.061 | 0.037 | 0.022 | 39 | 0.001 | 0.016 | 0.029 | 0.026 | 0.003 | 0.010 | 40 | 0.027 | 0.076 | 0.011 | 0.005 | 0.011 | 0.033 | 41 | 0.029 | 0.074 | 0.001 | 0.014 | 0.040 | 0.018 | 42 | 0.011 | 0.072 | 0.023 | 0.003 | 0.008 | 0.033 | 43 | 0.010 | 0.047 | 0.027 | 0.040 | 0.020 | 0.030 | 44 | 0.028 | 0.056 | 0.009 | 0.009 | 0.012 | 0.016 | 45 | 0.031 | 0.057 | 0.008 | 0.037 | 0.027 | 0.028 | 46 | 0.022 | 0.038 | 0.028 | 0.078 | 0.038 | 0.028 | 47 | 0.019 | 0.029 | 0.004 | 0.054 | 0.031 | 0.030 | 48 | 0.036 | 0.080 | 0.028 | 0.026 | 0.027 | 0.016 | 49 | 0.018 | 0.016 | 0.021 | 0.058 | 0.005 | 0.029 | 50 | 0.032 | 0.033 | 0.025 | 0.043 | 0.004 | 0.015 | 51 | 0.000 | 0.014 | 0.000 | 0.000 | 0.000 | 0.000 |
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