Inputs and training ranges
The 32 inputs shared by every jumper tool, in model order, with the range each one covered in the training data.
Units are imperial because the finite-element campaign was run in feet, pounds and degrees Fahrenheit. The training range is the minimum and maximum of each input over the simulations the strength model was trained on. Inside these ranges the model interpolates between cases it has seen. Outside them it extrapolates, and the tools say so.
Ranges are per input. A case can have every input inside its range and still be unlike any training case, for example a short jumper with a very large end expansion. Treat results near the edges of several ranges at once with extra care.
Geometry
Seven segment lengths, hub 1 to hub 2.
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 1 | Segment 1 | ft | 10 to 45 | 17.4133 | Length of segment 1, the left leg from hub 1 up to the first bend. |
| 2 | Segment 2 | ft | 10 to 30 | 27.115 | Length of segment 2, the left shoulder, horizontal. |
| 3 | Segment 3 | ft | 15 to 60 | 36.4737 | Length of segment 3, the left vertical down to the belly. |
| 4 | Segment 4 | ft | 50 to 120 | 51.4679 | Length of segment 4, the belly, the long horizontal run. |
| 5 | Segment 5 | ft | 15 to 60 | 35.6851 | Length of segment 5, the right vertical up from the belly. |
| 6 | Segment 6 | ft | 10 to 30 | 27.115 | Length of segment 6, the right shoulder, horizontal. |
| 7 | Segment 7 | ft | 10 to 55 | 14.1834 | Length of segment 7, the right leg down to hub 2. |
Operating conditions
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 8 | Ambient temperature | °F | 40 to 70 | 69.3072 | Seawater temperature at the jumper. |
| 9 | Design temperature | °F | 40 to 250 | 247.1486 | Product temperature the jumper is designed for. |
| 10 | Water depth | ft | 1,000 to 6,000 | 4,455.7 | Sets the external hydrostatic pressure. |
| 11 | Design pressure | psf | 288,000 to 1,152,000 | 1,103,021.513 | Internal design pressure in pounds per square foot (1 psi = 144 psf). Trained on 2,000 to 8,000 psi. |
Pipe section
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 12 | Wall thickness | ft | 0.0833 to 0.125 | 0.1146 | Nominal wall thickness. Trained on 1.0 to 1.5 in (0.0833 to 0.125 ft). |
| 13 | Outer diameter | ft | 0.552 to 1.667 | 1.1667 | Trained on 6.625 to 20 in. Also sets the element size: one element per diameter, bend radius 5D. |
| 14 | Product density | lb/ft³ | 8.4 to 67.5 | 19 | Gas is around 19, oil around 57. |
Hub 1 tolerances
Installation misalignment.
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 15 | Translation X | ft | -0.15 to 0.15 | -0.125 | Hub 1 position tolerance along X. |
| 16 | Translation Y | ft | -0.15 to 0.15 | -0.125 | Hub 1 position tolerance along Y. |
| 17 | Translation Z | ft | -0.15 to 0.15 | -0.125 | Hub 1 position tolerance along Z. |
| 18 | Rotation X | rad | -0.02 to 0.02 | 0.0175 | Hub 1 angular tolerance about X. 1° = 0.01745 rad. |
| 19 | Rotation Y | rad | -0.02 to 0.02 | -0.0175 | Hub 1 angular tolerance about Y. |
| 20 | Rotation Z | rad | -0.02 to 0.02 | 0 | Hub 1 angular tolerance about Z. |
Hub 2 tolerances
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 21 | Translation X | ft | -0.15 to 0.15 | -0.125 | Hub 2 position tolerance along X. |
| 22 | Translation Y | ft | -0.15 to 0.15 | 0.125 | Hub 2 position tolerance along Y. |
| 23 | Translation Z | ft | -0.15 to 0.15 | -0.125 | Hub 2 position tolerance along Z. |
| 24 | Rotation X | rad | -0.02 to 0.02 | -0.0087 | Hub 2 angular tolerance about X. |
| 25 | Rotation Y | rad | -0.02 to 0.02 | 0.0175 | Hub 2 angular tolerance about Y. |
| 26 | Rotation Z | rad | -0.02 to 0.02 | 0 | Hub 2 angular tolerance about Z. |
End expansion and settlement
Imposed end displacements.
| # | Input | Unit | Training range | Example | Notes |
|---|---|---|---|---|---|
| 27 | Hub 1 expansion, in-plane | ft | -5 to 5 | -1.0835 | Pipeline end expansion imposed at hub 1, in the plane of the jumper. The most influential input. |
| 28 | Hub 1 expansion, out-of-plane | ft | -5 to 5 | 4.3309 | End expansion at hub 1, normal to the jumper plane. |
| 29 | Hub 2 expansion, in-plane | ft | -5 to 5 | 4.8486 | End expansion at hub 2, in plane. |
| 30 | Hub 2 expansion, out-of-plane | ft | -5 to 5 | -3.6534 | End expansion at hub 2, out of plane. |
| 31 | Hub 1 vertical movement | ft | -4 to 2 | -3.0847 | Settlement or heave of hub 1. |
| 32 | Hub 2 vertical movement | ft | -4 to 2 | 1.3248 | Settlement or heave of hub 2. |
How the geometry is discretised
The seven segment lengths run from hub 1 to hub 2: up the left leg, across the left shoulder, down to the belly, along the belly, up to the right shoulder, across it, and down to hub 2. Bends are 90° with radius five times the outer diameter. Each straight run is split into elements one diameter long, and each bend into elements one diameter of arc long, so the element count depends on both the lengths and the diameter. The first and last two elements are treated as the hub connections.
The same rule is used by the tools, the 3D view and the original finite-element models, so element numbers mean the same thing everywhere.