Research Article

Applying of Marine Predators Algorithm Linked with Reservoir Simulation Model considering Sedimentation for Reservoir Operation

Table 4

The situations of water shortage and excess water considering historic inflow 52 years from MPA considering sedimentation and using HR criteria.

SituationsRule curvesFrequency (times/year)Volume (MCM)Time period (year)
AverageMaximumAverageMaximum

ShortageExisting0.673204.308865.0003.8898.000
RC9s-HR-Avs0.65495.558693.0003.3755.000
RC10s-HR-Fq0.519128.058722.0003.7787.000
RC11s-HR-Exr0.635117.077715.0003.6677.000
RC12s-HR-Fqex0.615104.692744.0003.5567.000
RC13s-SOP-Avs0.635117.750835.0003.3007.000
RC14s-SOP-Fq0.615141.981863.0003.5567.000
RC15s-SOP-Exr0.615146.596873.0003.5567.000
RC16s-SOP-Fqex0.615115.981717.0003.5567.000

Excess waterExisting0.9231,230.3104,113.1599.60021.000
RC9s-HR-Avs0.8651,087.8074,105.6585.2509.000
RC10s-HR-Fq0.8081,120.5094,146.8379.00013.000
RC11s-HR-Exr0.8461,111.3884,156.1697.33313.000
RC12s-HR-Fqex0.8461,101.8284,157.4117.33313.000
RC13s-SOP-Avs0.8271,106.6824,143.3466.14310.000
RC14s-SOP-Fq0.8851,134.9314,150.62011.50024.000
RC15s-SOP-Exr0.8851,142.7904,154.13511.50024.000
RC16s-SOPs-Fqex0.8461,118.2884,158.3417.33313.000