1 Introduction
2 Material and Methods
2.1 Project Background
No | Operation | Boundary Condition | Concentration (gr/litre) | Time for simulation (hour) | |
---|---|---|---|---|---|
S.1 | Reservoir | Water level 1.0225 m | Discharge 70.9 l/s | 0.2321 | 48.5 |
Az Intake | Open | Discharge 41.9 l/s | – | ||
Ch Intake | Open | Water level 1.0225 m | – | ||
L S | Closed | – | – | ||
R S | Closed | – | – | ||
S.2 | Reservoir | Water level 1.0225 m | Discharge 95.3 l/s | 0.679 | 8 |
Az Intake | Open | Discharge 39.7 l/s | – | ||
Ch Intake | Open | Water level 1.0225 m | – | ||
L S | Open | Water level 1.0225 m | – | ||
R S | Closed | – | – | ||
S.3 | Reservoir | Water level 1.0225 m | Discharge 167.7 l/s | 2.122 | 8 |
Az Intake | Open | Discharge 39.7 l/s | – | ||
Ch Intake | Open | Water level 1.0225 m | – | ||
L S | Open | Water level 1.0225 m | – | ||
R S | Open | Water level 1.0225 m | – | ||
General data |
d
16, d
50, d
84 & d
90 = 0.0015, 0.0076, 0.0166 & 0.0236mm SepecificGravity = 2.67, Grid size = 0.25 m
|