CMS-Flow/Weirs: Difference between revisions

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== Future SMS versions (13.4.x) ==  
== Future SMS versions (13.4.x) ==  
[[File:SMS13.4coverages.png|200px|thumb|right|alt=SMS 13.4 CMS-Flow model coverages.|SMS 13.4 CMS-Flow model coverages.]]
[[File:SMS13.4coverages.png|200px|thumb|right|alt=SMS 13.4 CMS-Flow model coverages.|SMS 13.4 CMS-Flow model coverages.]]
* A "Structures" coverage has been added beneath the CMS-Flow model option in SMS 13.4 and later. This one coverage will handle Weir structures as well as three other types: Rubble Mounds, Culverts, and Tide Gates.
A "Structures" coverage has been added beneath the CMS-Flow model option in SMS 13.4 and later. This one coverage will handle Weir structures as well as three other types: Rubble Mounds, Culverts, and Tide Gates.  
* The "Structures" coverage will need to be applied to the CMS Simulation in order to export the appropriate cards to the parameter file.


Values needed by the CMS for each Weir structure are listed in the table below. If there is a user-definable option in the dialog for the user to enter a value, the word 'Dialog' is shown in column 2, otherwise the words 'No dialog' are written.
# Simply create a new feature arc within the new Structures coverage.
# Select the arc and double click the arc to open the dialog.
# Choose "Weir" for the type and then enter the needed information on the right side of the dialog.
# When finished, the "Structures" coverage will need to be applied to the CMS Simulation in order to export the appropriate cards to the parameter file.
 
<span style="color:red">'''Present Requirements for <u>ALL</u> weir structure cells and adjacent cells parallel to the arc:'''</span>
* Must all be ACTIVE (computational).
* Must have the same resolution.
* Must all exist in the same row or column.


{| class="wikitable"
|+ List of weir structure parameters
|-
| Number of Cells || No dialog
|-
| Cell IDs || No dialog
|-
| Distribution Coefficient || Dialog
|-
| Orientation of Weir ('''<u>North</u>''', '''<u>South</u>''', '''<u>East</u>''', or '''<u>West</u>''') || Dialog
|-
| Type of Weir ('''<u>Sharp-</u>''' or '''<u>Broad-crested</u>''') || Dialog
|-
| Flow Coefficient Bay to Sea || Dialog
|-
| Flow Coefficient Sea to Bay || Dialog
|-
| Elevation of Weir || Dialog
|-
| Weir Calculation Method || Dialog
|}


SMS will handle the assignment of the appropriate values for Number of cells and Cell IDs.
[[File:GoodBadWeirs.png|alt=Examples of Good and Bad Weir definition.|center|thumb|600x600px]]


== CMS-Flow specific information for SMS 13.4+ ==
== CMS-Flow specific information for SMS 13.4+ ==
Line 44: Line 30:


* The Weir parameter cards needed for each structure are added to a block with a corresponding BEGIN/END statement for each weir are listed in the table below.
* The Weir parameter cards needed for each structure are added to a block with a corresponding BEGIN/END statement for each weir are listed in the table below.
* For readability and to be consistent with other cards in the .cmcards file, all values should start in column 36 and a gap of 3 spaces before comments or the list of cell ids.
* For readability and to be consistent with other cards in the .cmcards file, all values should start in column 36 and a gap of 2 spaces before comments or the list of cell ids.


{| class="wikitable"
{| class="wikitable"
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|-
|-
|&nbsp;&nbsp;CELL_IDS ||YES ||<int>  <multiple int>   
|&nbsp;&nbsp;CELL_IDS ||YES ||<int>  <multiple int>   
|Total number of cells (n) followed by a  
|Total number of cells (n) followed by a list of all cell ids (from 1 to n).
list of all cell ids (from 1 to n).
|-
|-
|&nbsp;&nbsp;DISTRIBUTION_COEFFICIENT ||YES ||<real>  
|&nbsp;&nbsp;DISTRIBUTION_COEFFICIENT ||YES ||<real>  
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<pre>
<pre>
WEIR_STRUCT_BEGIN
WEIR_STRUCT_BEGIN
   CELL_IDS                          8   16864 16865 16866 16867 16868 16869 16870 16871
   CELL_IDS                          8 16864 16865 16866 16867 16868 16869 16870 16871
   DISTRIBUTION_COEFFICIENT          0.9
   DISTRIBUTION_COEFFICIENT          0.9
   ORIENTATION_SEA                    'SOUTH'
   ORIENTATION_SEA                    'SOUTH'
Line 96: Line 81:
   FLOW_COEFFICIENT_FROM_SEA          0.05
   FLOW_COEFFICIENT_FROM_SEA          0.05
   CREST_ELEVATION                    -0.22
   CREST_ELEVATION                    -0.22
   METHOD                            2   !1= Approach 1, 2= Approach 2
   METHOD                            2 !1= Approach 1, 2= Approach 2
WEIR_STRUCT_END
WEIR_STRUCT_END
</pre>
</pre>
[[File:Weir project.png|thumb|alt=Grid representing Rudee Inlet shows bathymetry and the location of the applied weir structures.|Grid representing Rudee Inlet shows bathymetry and the location of the applied weir structures.]]
== Example Case ==
One example case for Weirs is described below and example files are provided in the next section.
This example introduces a grid representative of Rudee Inlet. Two segments near the inlet on the south side designate the weir structures.
The grid and bathymetry is shown in the figure to the right with the weir structures identified by the feature arcs near the inlet.


== Input and output files ==  
== Input and output files ==  
To be added
Below are the prospective project and input/output files for SMS 13.4/CMS 5.3.12:
* [[Media:Weir RudeeProject.zip| SMS 13.4 Project (datasets and project only)]]
* [[Media:Weir Rudee inputFiles.zip| Example Input files to CMS]]
 


Last update 11/26/2024


Last update 9/25/2024<br>[[CMS-Flow/Structures |Back to CMS-Flow Structures page]]<br>[[CMS#Documentation Portal |Back to Documentation Portal]]
[[CMS-Flow/Structures |Back to CMS-Flow Structures page]]<br>[[CMS#Documentation Portal |Back to Documentation Portal]]

Latest revision as of 16:48, 27 November 2024


Introduction

A weir is an overflow structure built across a river or an open channel, allowing water to flow over the top. Weirs are commonly used for flow and flooding control and salinity and sediment management. Weirs are also constructed as nearshore coastal structures, such as weir jetties, to control longshore sediment transport, stabilize channel morphology, and protect harbors and navigation channels. In coastal applications, weirs represent unique features of solid structures and it is necessary to incorporate the structures into coastal hydrodynamic and sediment transport modeling systems.

Usage of Weirs for CMS in the SMS

Early SMS versions (< 13.4)

Previous documentation (Link given below) described the formulation and implementation of Weir structures in CMS, detailing input requirements for SMS versions up to 11.2. This implementation required hand-manipulation of the CMS-Flow parameter files to add in lists of cells and option values.

Future SMS versions (13.4.x)

SMS 13.4 CMS-Flow model coverages.
SMS 13.4 CMS-Flow model coverages.

A "Structures" coverage has been added beneath the CMS-Flow model option in SMS 13.4 and later. This one coverage will handle Weir structures as well as three other types: Rubble Mounds, Culverts, and Tide Gates.

  1. Simply create a new feature arc within the new Structures coverage.
  2. Select the arc and double click the arc to open the dialog.
  3. Choose "Weir" for the type and then enter the needed information on the right side of the dialog.
  4. When finished, the "Structures" coverage will need to be applied to the CMS Simulation in order to export the appropriate cards to the parameter file.

Present Requirements for ALL weir structure cells and adjacent cells parallel to the arc:

  • Must all be ACTIVE (computational).
  • Must have the same resolution.
  • Must all exist in the same row or column.


Examples of Good and Bad Weir definition.

CMS-Flow specific information for SMS 13.4+

The parameters/selections for each Weir structure polygon will be exported to the ‘.cmcards’ file in the form of a block of values.  This implementation has been confirmed to work with CMS 5.3.12 and later.

  • The Weir parameter cards needed for each structure are added to a block with a corresponding BEGIN/END statement for each weir are listed in the table below.
  • For readability and to be consistent with other cards in the .cmcards file, all values should start in column 36 and a gap of 2 spaces before comments or the list of cell ids.
Cardname Indent 2

spaces?

Type of value written Notes
WEIR_STRUCT_BEGIN NO N/A
  CELL_IDS YES <int> <multiple int> Total number of cells (n) followed by a list of all cell ids (from 1 to n).
  DISTRIBUTION_COEFFICIENT YES <real>
  ORIENTATION_SEA YES 'NORTH', 'EAST', 'SOUTH', 'WEST' Direction of sea
  CREST_TYPE YES 'SHARP', 'BROAD' Sharp-crested or Broad-crested
  FLOW_COEFF_FROM_BAY YES <real>
  FLOW_COEFF_FROM_SEA YES <real>
  CREST_ELEVATION YES <real> Positive is upward
  METHOD YES 1 or 2 1= Approach 1, 2= Approach 2 (see literature)
WEIR_STRUCT_END NO N/A

An example weir implementation is shown below. Line comments are preceded by a '!'.

WEIR_STRUCT_BEGIN
  CELL_IDS                           8  16864 16865 16866 16867 16868 16869 16870 16871
  DISTRIBUTION_COEFFICIENT           0.9
  ORIENTATION_SEA                    'SOUTH'
  CREST_TYPE                         'SHARP'
  FLOW_COEFFICIENT_FROM_BAY          0.05 
  FLOW_COEFFICIENT_FROM_SEA          0.05
  CREST_ELEVATION                    -0.22
  METHOD                             2  !1= Approach 1, 2= Approach 2
WEIR_STRUCT_END
Grid representing Rudee Inlet shows bathymetry and the location of the applied weir structures.
Grid representing Rudee Inlet shows bathymetry and the location of the applied weir structures.

Example Case

One example case for Weirs is described below and example files are provided in the next section. This example introduces a grid representative of Rudee Inlet. Two segments near the inlet on the south side designate the weir structures.

The grid and bathymetry is shown in the figure to the right with the weir structures identified by the feature arcs near the inlet.

Input and output files

Below are the prospective project and input/output files for SMS 13.4/CMS 5.3.12:


Last update 11/26/2024

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