SMS:BOUSS-2D Calculators: Difference between revisions
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== Run-up and Overtopping Calculator == | == Run-up and Overtopping Calculator == | ||
[[Image:BOUSS 2D Calc Runup.jpg|thumb|260 px|''BOUSS-2D Calculators'' dialog showing the ''1D Runup and Overtopping'' tab]] | [[Image:BOUSS 2D Calc Runup.jpg|thumb|260 px|''BOUSS-2D Calculators'' dialog showing the ''1D Runup and Overtopping'' tab]] | ||
To assist | To assist in the design of coastal structures, the interface includes a one-dimensional wave run-up and overtopping calculator. This utility runs a 1D simulation with BOUSS-1D based on user specified parameters. To access the ''1D Run-up and Overtopping'' calculator select the '''Calculators''' menu item in the ''BOUSS2D'' menu to bring up the ''BOUSS-2D Calculators'' dialog. The ''1D Run-up and Overtopping'' calculator is a tab in the ''BOUSS-2D Calculators'' dialog. The ''BOUSS-2D Calculators'' dialog is always in the BOUSS-2D interface. | ||
Input to the ''1D Run-up and Overtopping'' calculator is organized into a spreadsheet. The first row of the input parameters spreadsheet is fixed and will contain the column titles given in the table below. The remaining rows contain the input parameters as shown in the dialog. The names and units columns are read-only. The value column is editable. | Input to the ''1D Run-up and Overtopping'' calculator is organized into a spreadsheet. The first row of the input parameters spreadsheet is fixed and will contain the column titles given in the table below. The remaining rows contain the input parameters as shown in the dialog. The names and units columns are read-only. The value column is editable. | ||
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Wave Height(H)(regular) or Significant Wave Height (Hs) (irregular) | Wave Height(H)(regular) or Significant Wave Height (Hs) (irregular) | ||
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Must specify | |||
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(m) | (m) | ||
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Wave Period(T) (regular) or Peak Period (Tp) (irregular | Wave Period(T) (regular) or Peak Period (Tp) (irregular | ||
| | | | ||
Must specify | |||
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(sec) | (sec) | ||
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Depth at Toe of Breakwater (ds) | Depth at Toe of Breakwater (ds) | ||
| | | | ||
Must specify | |||
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(m) | (m) | ||
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Crest Elevation above Still Water (Zc) | Crest Elevation above Still Water (Zc) | ||
| | | | ||
Must specify | |||
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(m) | (m) | ||
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Side Slope (m) | Side Slope (m) | ||
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Must specify | |||
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- | - | ||
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Offshore Slope (p) | Offshore Slope (p) | ||
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Must specify | |||
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- | - | ||
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Chezy Roughness Coefficient | Chezy Roughness Coefficient | ||
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Must specify | |||
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m1/2/sec | m1/2/sec | ||
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# Run-up, R. This value corresponds to Rmax for regular waves and R2% for irregular waves. The units of run-up are in meters | # Run-up, R. This value corresponds to Rmax for regular waves and R2% for irregular waves. The units of run-up are in meters | ||
# Overtopping, Q. A single overtopping value will be computed. The units for overtopping are (m3/s)/m. | # Overtopping, Q. A single overtopping value will be computed. The units for overtopping are (m3/s)/m. | ||
==Related Topics== | ==Related Topics== | ||
Revision as of 19:17, 30 December 2015
Wave Characteristics Calculator
- Input Wave Characteristics
- Period, T
- Depth, h
- Average Wave Height, H
- Calculated Wave Characteristics
- Wavelength, L
- Wave Number, k
- Celerity, C
- Group Velocity, Cg
- Angular Velocity
- Maximum Wave Height
- Steepness
Run-up and Overtopping Calculator
To assist in the design of coastal structures, the interface includes a one-dimensional wave run-up and overtopping calculator. This utility runs a 1D simulation with BOUSS-1D based on user specified parameters. To access the 1D Run-up and Overtopping calculator select the Calculators menu item in the BOUSS2D menu to bring up the BOUSS-2D Calculators dialog. The 1D Run-up and Overtopping calculator is a tab in the BOUSS-2D Calculators dialog. The BOUSS-2D Calculators dialog is always in the BOUSS-2D interface.
Input to the 1D Run-up and Overtopping calculator is organized into a spreadsheet. The first row of the input parameters spreadsheet is fixed and will contain the column titles given in the table below. The remaining rows contain the input parameters as shown in the dialog. The names and units columns are read-only. The value column is editable.
| Parameter | Value | Units |
|---|---|---|
| Wave Type |
Choose between “Regular” and “Irregular”. Titles of the wave height & period change depending on wave type. Default is “Regular” |
- |
|
Wave Height(H)(regular) or Significant Wave Height (Hs) (irregular) |
Must specify |
(m) |
|
Wave Period(T) (regular) or Peak Period (Tp) (irregular |
Must specify |
(sec) |
|
Depth at Toe of Breakwater (ds) |
Must specify |
(m) |
|
Crest Elevation above Still Water (Zc) |
Must specify |
(m) |
|
Side Slope (m) |
Must specify |
- |
|
Offshore Slope (p) |
Must specify |
- |
|
Chezy Roughness Coefficient |
Must specify |
m1/2/sec |
Output of the calculator is displayed on the bottom portion of the dialog after the calculate button is clicked. The output is organized into a spreadsheet. When the dialog first comes up, the values in the output parameters spreadsheet are blank. The output parameters calculated are:
- Run-up, R. This value corresponds to Rmax for regular waves and R2% for irregular waves. The units of run-up are in meters
- Overtopping, Q. A single overtopping value will be computed. The units for overtopping are (m3/s)/m.
Related Topics
SMS – Surface-water Modeling System | ||
|---|---|---|
| Modules: | 1D Grid • Cartesian Grid • Curvilinear Grid • GIS • Map • Mesh • Particle • Quadtree • Raster • Scatter • UGrid |  |
| General Models: | 3D Structure • FVCOM • Generic • PTM | |
| Coastal Models: | ADCIRC • BOUSS-2D • CGWAVE • CMS-Flow • CMS-Wave • GenCade • STWAVE • WAM | |
| Riverine/Estuarine Models: | AdH • HEC-RAS • HYDRO AS-2D • RMA2 • RMA4 • SRH-2D • TUFLOW • TUFLOW FV | |
| Aquaveo • SMS Tutorials • SMS Workflows | ||
