| Name | Flood Damage states for storage tanks | ||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Hazard Type | Flood | ||||||||||||||||||||||||
| Plant Unit Type | Storage Tank | ||||||||||||||||||||||||
| Description | Damage states due to the hydrodynamic effects of the flood waters. | ||||||||||||||||||||||||
| States |
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| References | Khakzad, N.; Van Gelder, P., "Fragility assessment of chemical storage tanks subject to floods", 2017 | ||||||||||||||||||||||||
| Access | Public |
| No | Damage State | Scenario Parameters | Validity Conditions | |
|---|---|---|---|---|
| 1. | DS1 (Floatation) | DSFlood: Floatation | - | - |
| 2. | DS1 (Floatation) | LOC State: Minor | - | - |
| 3. | DS1 (Floatation) | LOC State: Moderate | - | 10 |
| 4. | DS2 (Shell Buckling) | DSFlood: Shell Buckling | - | - |
| 5. | DS2 (Shell Buckling) | LOC State: Moderate | - | - |
| 6. | DS2 (Shell Buckling) | LOC State: Moderate | - | 10 |
| 7. | DS3 (Sliding) | DSFlood: Sliding | - | - |
| 8. | DS3 (Sliding) | LOC State: Moderate | - | 10 |
| 9. | DS4 (Debris Impact) | DSFlood: Debris Impact | - | - |
| No | Name | Parameter | Unit | Validity Conditions | ||||
|---|---|---|---|---|---|---|---|---|
| 1. | fr_crv_fn | ƒ(x) | - | - | vwater: 2 m/s; ρ: 647–648 kg/m3; Shape: Cylindrical Vertical; h: 39 m; d: > 16 m | 4 | - | |
| 2. | ST1 Flood Fragility Curve | ƒ(x) | - | - | vwater: 1 m/s; ρ: 870–950 kg/m3; Shape: Cylindrical Vertical; h: 10 m; d: 20.6 m; Base Support Type: Unanchored; Fill Percent: 35 %v | 4 | - | |
| 3. | ST4 Flood Fragility Curve | ƒ(x) | - | - | vwater: 1 m/s; ρ: 870–950 kg/m3; Shape: Cylindrical Vertical; h: 10 m; d: 16 m; Base Support Type: Unanchored; Fill Percent: 35 %v | 4 | - | |
| 4. | ST2,ST3 Flood Fragility Curve | ƒ(x) | - | - | vwater: 1 m/s; ρ: 710–770 kg/m3; Shape: Cylindrical Vertical; h: 10 m; d: 20.6 m; Base Support Type: Unanchored; Fill Percent: 35 %v | 4 | - |
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