Monopile

The support section type monopile is commonly used for bottom-fixed offshore wind turbines with a tubular tower on top.

The icons highlighted in the figure below correspond to the different Part actions available for Monopiles, and are explained from left to right.



  •  import a text file. The format of the text file is explained in the Support section files section
  •  export the text file corresponding to the current tubular tower
  •  import a file containing a load history. The format of the file is explained in the Load history file section
  •  applied loads calculated with a python script. More details are given in Section 2 of the Support structure document
  •  import a Craig-Bampton superelement
  •  export the mass, damping and stiffness matrices
The following parameters are available for a Monopile support section:

General

Input file

The file to be imported to generate the support section. Import (in batch) by pressing the 'Import a support section from file' button in the action button collection to the right. This parameter (and this text) can only be visible in the batch (and not anywhere in the Time simulation window).

To import a support section in the Time simulation window, the 'Import a support section from file' action button must be used. Correspondingly, a support section can be exported to file in the time simulation window by using the 'Export the support section to file' action button. In batch the same buttons are placed to the right of the 'normal' parameters.


If the file is changed, moved, or removed after the import this will not affect the support section. For a change in the file to be effective the file must be imported again.

  • Default value:
  • Unit:

Scaling scheme

Scheme for scaling of this support section only (i.e. not the complete support structure - the complete support structure can be scaled on the Support structure part).

This parameter is only shown if the Wind turbine's 'Scaling scheme' parameter is set to 'Local scaling'.


A support section imported from file cannot be scaled. Thus, this parameter is never shown if the support section is imported from file.


Options:

Parent (default):

The scaling factor is set equal to the scaling factor for the whole Support structure.

Override:

A scale factor (set by you) for this section only (i.e. the scale factor set for the support structure is overridden).

Scaling factor

The geometry of this section of the support structure defined by parameters and/or files will be scaled by this factor.


  • Default value: 1
  • Unit:
  • Range: 0.001 — 1000

Height

The height of this section of the support structure. The height also takes into consideration any part below the seabed/ground, e.g. the piles on a truss tower.

If the height is set so low that the top of the section is below the sea surface, the set height is overruled and increased automatically so that the top is at the surface.

  • Default value: 100
  • Unit: $\text{m}$
  • Range: 1 — 1000

Material

The material used for this sub section of the support structure.

  • Default value: Steel
  • Unit:

Maximum element length

The maximum length a generated frame element can have, i.e. the elements will have this length or shorter.


  • Default value: 5
  • Unit: $\text{m}$
  • Range: 0.01 — 1000

Load histories file

The file adds load (time) histories to one or more nodes of the support section. The node names in the file must be found in the support section. The history can either be a force or moment history. If it is a moment history, the node name must be followed by any other string than 0 (i.e. the line contains two strings). An example of a load histories file can be found in the Examples folder. Open it from the menu: Help | Open examples folder. Make a copy of this file and then adapt it to the support section.

Note: A load histories file can only be used when the support section has been imported from file. You can right-click the support section and select Export to file to create a file that you can import again (by right-clicking the support section).


  • Default value:
  • Unit:

Potential flow

WAMIT .1 table

The WAMIT .1 table defined in the .1 file. Note that Ashes assumes each column has a column title on the first row, modify your files so they have column titles.


  • Default value:
  • Unit:

WAMIT .1 table file path

The file path to the WAMIT .1 table. Only used in batch. If set, the WAMIT .1 table is imported from this file.


  • Default value:
  • Unit:

WAMIT .3 table

The WAMIT .3 table defined in the .3 file. Note that Ashes assumes each column has a column title on the first row, modify your files so they have column titles.


  • Default value:
  • Unit:

WAMIT .3 table file path

The WAMIT .3 table file path. Only used in batch. If set, the WAMIT .3 table is imported from this file.


  • Default value:
  • Unit:

WAMIT .12D table

The WAMIT 12D table defined in the .12D file. Note that Ashes assumes each column has a column title on the first row, modify your files so they have column titles.


  • Default value:
  • Unit:

WAMIT .12D table file path

The WAMIT .12D table file path. Only used in batch. If set, the WAMIT .12D table is imported from this file.


  • Default value:
  • Unit:

Characteristic length

The characteristic length used to compute potential flow loads.


  • Default value: 1
  • Unit:
  • Range: 0 — 1e+08

Apply to node option

Specifies if the potential flow loads should be applied to the node closes to center-of-mass, or if the node is specified by the user.


Options:

Node closest to center-of-mass (default):

The loads will be applied to the node closest to the center-of-mass.

User-defined:

The node is specified by the user.

Node name

The name of the node where potential flow loads are to be applied. The name does not include the word "Node", but rather the string after "Node" (which can be a number but also just text). You can find a node's name by right-clicking the structure.


  • Default value:
  • Unit:

Geometry

Diameter

The outer diameter of the monopile.


  • Default value: 6
  • Unit: $\text{m}$
  • Range: 0.01 — 100

Thickness

The thickness of the monopile. If the thickness is set to greater than half the diameter it is reduced to half the diameter.


  • Default value: 0.05
  • Unit: $\text{m}$
  • Range: 0.001 — 10

Supports

Support type

The support section (monopile or truss tower) has support(s) at the bottom node(s). This can be a fixed support or a pinned support.

Options:

Fixed (default):

Fixed support at the bottom node.

Pinned:

Pinned support at the bottom node.

Spring:

Spring support at the bottom node.

Support spring stiffness

The stiffness of the spring at the base node of the monopile. This is only visible if Support type is set to 'Spring'

  • Default value: 1e+06
  • Unit: ${\text{N}} \over {\text{m}}$
  • Range: 0 — 1e+12

Soil

Soil stiffness

The stiffness (per meter) of the soil in the ground modelled as P-y springs.

Springs are applied to each node of the beam elements below ground. The spring stiffness is found by multiplying the soil stiffness by half of the element's length. The stiffness is assumed constant. The minimum value is 0.

  • Default value: 500000
  • Unit: ${\text{N}} \over {\text{m}^2}$
  • Range: 0 — 1e+12

Soil rotational stiffness

The rotational stiffness (per meter) from the soil in the ground, given as N m/(rad m)

Springs are applied to each node of the beam elements below ground. The spring stiffness is found by multiplying this value by half of the element's length. The stiffness is assumed constant. The minimum value is 0.

  • Default value: 0
  • Unit: ${\text{N}} \over {\text{rad}}$
  • Range: 0 — 1e+12

Soil damping

The damping (per meter) of the soil in the ground.

Dampers are applied to each node of the beam elements below ground. The damping coefficient is found by multiplying this value by half of the element's length.

  • Default value: 0
  • Unit: ${\text{N}\cdot\text{s}} \over {\text{m}^2}$
  • Range: 0 — 1e+12

Soil rotational damping

The rotational damping (per meter) of the soil in the ground, given as Nm/(m rad/s)

Dampers are applied to each node of the beam elements below ground. The damping coefficient is found by multiplying this value by half of the element's length.

  • Default value: 0
  • Unit: ${\text{N}\cdot\text{s}} \over {\text{rad}}$
  • Range: 0 — 1e+12

Water filling etc.

Is water filled

Decides if all members of the support section are water filled to the mean sea level or not. If you want a different water filling (e.g in columns but not in braces) this must be done by specifying this in a text file and importing.

  • Default value: 0
  • Unit:

Has growth

Decides if the support section has marine growth. If checked, the growth parameters are shown.

  • Default value: 0
  • Unit:

Level

The level up to which there is marine growth. If there is marine growth then all members below MSL will get growth. Additionally, members up to this level above the MSL will get growth.This parameter is only visivble if the Has growth parameter is checked.

Growth level is relative to Mean sea level (MSL).

  • Default value: 2
  • Unit: $\text{m}$
  • Range: 0 — 100

Thickness

The (average) thickness of the marine growth.

  • Default value: 0.05
  • Unit: $\text{m}$
  • Range: 0.001 — 1e+06

Density

The density of the marine growth.

  • Default value: 1325
  • Unit: ${\text{kg}} \over {\text{m}^3}$
  • Range: 0 — 1e+06

Buoyancy tuning factor

All buoyancy loads are multipled (tuned) with this factor. Typically, it is used to make the total buoyancy exactly match a given number. E.g. can account for overlapping members giving double buoyancy. This value is typically calculated manually by you as the fraction between the specified (given) static buoyancy and the buoyancy calculated by Ashes (using a factor of 1.0).


  • Default value: 1
  • Unit:
  • Range: 0 — 10