Research Article
Applying of Marine Predators Algorithm Linked with Reservoir Simulation Model considering Sedimentation for Reservoir Operation
Table 3
The situations of water shortage and excess water considering historic inflow 52 years using SOP criteria.
| | Situations | Rule curves | Frequency (times/year) | Volume (MCM) | Time period (year) | | Average | Maximum | Average | Maximum |
| | Shortage | Existing | 0.865 | 349.654 | 870.000 | 7.500 | 19.000 | | RC1-HR-Avs | 0.752 | 203.558 | 766.000 | 4.000 | 7.000 | | RC2-HR-Fqs | 0.730 | 205.712 | 790.000 | 4.000 | 7.000 | | RC3-HR-Exr | 0.750 | 209.481 | 791.000 | 3.889 | 7.000 | | RC4-HR-Fqex | 0.750 | 206.250 | 804.000 | 3.889 | 7.000 | | RC5-SOP-Avs | 0.673 | 247.962 | 900.000 | 4.111 | 7.000 | | RC6-SOP-Fqs | 0.662 | 232.769 | 891.000 | 4.875 | 8.000 | | RC7-SOP-Exr | 0.673 | 246.654 | 770.000 | 4.875 | 8.000 | | RC8-SOP-Fqex | 0.692 | 246.731 | 770.000 | 4.875 | 8.000 |
| | Excess water | Existing | 0.962 | 1,189.589 | 4,150.361 | 16.667 | 25.000 | | RC1-HR-Avs | 0.942 | 1,191.718 | 4,113.159 | 16.000 | 25.000 | | RC2-HR-Fqs | 0.932 | 1,369.506 | 4,148.107 | 24.500 | 25.000 | | RC3-HR-Exr | 0.923 | 1,198.676 | 4,155.656 | 16.000 | 25.000 | | RC4-HR-Fqex | 0.923 | 1,196.486 | 4,126.736 | 16.000 | 25.000 | | RC5-SOP-Avs | 0.902 | 1,220.490 | 4,152.957 | 25.000 | 25.000 | | RC6-SOP-Fqs | 0.903 | 1,241.426 | 4,153.876 | 25.000 | 25.000 | | RC7-SOP-Exr | 0.905 | 1,241.520 | 4,158.318 | 25.000 | 25.000 | | RC8-SOP-Fqex | 0.902 | 1,241.657 | 4,158.318 | 25.000 | 25.000 |
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