Research Article
Applying of Marine Predators Algorithm Linked with Reservoir Simulation Model considering Sedimentation for Reservoir Operation
Table 2
The situations of water shortage and excess water considering historic inflow 52 years using HR criteria.
| | Situations | Rule curves | Frequency (times/year) | Volume (MCM) | Time period (year) | | Average | Maximum | Average | Maximum |
| | Shortage | Existing | 0.673 | 204.308 | 865.000 | 3.889 | 8.000 | | RC1-HR-Avs | 0.654 | 115.769 | 742.000 | 3.778 | 7.000 | | RC2-HR-Fqs | 0.635 | 129.558 | 760.000 | 3.667 | 7.000 | | RC3-HR-Exr | 0.615 | 124.692 | 772.000 | 3.556 | 7.000 | | RC4-HR-Fqex | 0.615 | 118.019 | 772.000 | 3.556 | 7.000 | | RC5-SOP-Avs | 0.692 | 126.865 | 832.000 | 3.600 | 7.000 | | RC6-SOP-Fqs | 0.577 | 140.231 | 962.000 | 2.727 | 7.000 | | RC7-SOP-Exr | 0.592 | 140.577 | 813.000 | 4.000 | 7.000 | | RC8-SOP-Fqex | 0.592 | 140.827 | 814.000 | 4.000 | 7.000 |
| | Excess water | Existing | 0.923 | 1,230.310 | 4,126.736 | 9.600 | 21.000 | | RC1-HR-Avs | 0.865 | 1,107.549 | 4,113.159 | 6.143 | 10.000 | | RC2-HR-Fqs | 0.827 | 1,120.988 | 4,148.107 | 9.000 | 13.000 | | RC3-HR-Exr | 0.865 | 1,119.433 | 4,155.656 | 9.000 | 13.000 | | RC4-HR-Fqex | 0.865 | 1,113.160 | 4,150.361 | 9.000 | 13.000 | | RC5-SOP-Avs | 0.808 | 1,118.634 | 4,152.957 | 5.250 | 9.000 | | RC6-SOP-Fqs | 0.885 | 1,135.321 | 4,153.876 | 11.500 | 24.000 | | RC7-SOP-Exr | 0.885 | 1,139.487 | 4,158.318 | 11.500 | 24.000 | | RC8-SOP-Fqex | 0.885 | 1,139.624 | 4,158.318 | 11.500 | 24.000 |
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