CMS-Flow Boundary Conditions

[Image:CMS-Flow_Boundary_Conditions_Window.PNG|thumb|right|500px| Figure 1. CMS-Flow Boundary Conditions window]] CMS-Flow has five types of boundary conditions which are listed and discussed below. The figure below shows the CMS-Flow Boundary Conditions window in SMS. All CMS-Flow boundary conditions are forced at the edges of the domain by use of cellstrings defined with the Surfacewater Modeling System (SMS). Cellstrings can either be created manually or using the SMS tool called Generate Along Boundary which is found under the Cellstring menu.

Creating Cell Strings

Figure 2. Automated cellstring generation in SMS 11.0

Cell strings can either be manually created by clicking on the cells or by using the SMS interface to automatically detect and assign the cell strings.

• Notes:

1. Cell strings must be at least three cells wide.
2. Cell strings must cover ALL open boundaries. Leaving any open boundaries without an assigned boundary will close that boundary and apply a wall boundary condition.
3. Land boundary conditions are not necessary at close boundaries (cells next to inactive cells). The CMS will automatically detect these land boundaries.

Land

The land boundary conditions is equivalent to a zero flux boundary condition. The land boundary condition is the default boundary condition when a cell string is created. It is not necessary to define land boundaries in the interior of the CMS-Flor domain, since land boundarys will automatically be detected by CMS-Flow based on the local water depths and the presence of inactive land cells.

Flow Rate-Forcing

The flow rate boundary condition specifies a time series of water fluxes in units of m^3/s per cell.

NOTES:

• Total flow rate specified is divided between the total number of cells in the cellstring with each carrying a portion of the total.
• This boundary type may only be specified along cell strings which are straight.
• The sign of the flow rate curve is dependent on the direction of flow with respect to the origin (always lower-left hand corner of the grid).

This guide should assist in proper assignment:

• • Flow rate from the East - Negative value
  • Flow rate from the West - Positive value
  • Flow rate from the North - Negative value
  • Flow rate from the South - Positive value

Water Surface Elevation Forcing

Two types of Water Surface Elevation Forcing exist for CMS-Flow. Once a water surface elevation curve (or series of curves) is applied, the user is able to display the curve information graphically.

1. Single time series curve for each cell string (Option "Define curve" in SMS)

Figure 3. Selecting the cellstring along the ocean boundary, and clicking on

Figure 4. Top: is the blank XY Series Editor; Bottom: after the data is pasted in.

For this type of BC, a single time series of water levels is specified and is applied at all of the cells along a boundary cell string. The time series curve may be specified by either importing an SMS *.xys file, copying tabular data into SMS, or manually entered the time series information in SMS. To assign this type of BC in SMS:

1. Click on the Select a Cellstring button, right-click the blue cellstring along the ocean boundary (if this cannot be selected it is because all cellstrings were deleted; this can be regenerated by clicking and clicking around the ocean cells or selecting Cellstring and Generate Along Boundary), select Assign BC (Figure 1).
2. Select the WSE-forcing boundary condition, and click curve undefined (Figure 2)
3. Copy-paste a time series into the XY Series Editor (Figure 2),
4. Click on the Export button to save the water level time series to an SMS xys file (time series file).
5. Save the SMS project File (*.sms) or CMS-Flow Simulation File (*.cmcards).

2. Time series curve for each cell on cell string (Option "Extract from data set" in SMS)

User creates a cellstring for the given boundary and extracts multiple time series curves from a dataset or database. Each cell along the cellstring is given its own time-series curve information. Examples are:

• Extraction of water surface elevation values from a larger domain solution (ie. Larger CMS-Flow or ADCIRC grid)
• Extraction of tidal constituent information from a tidal database, from which a water surface elevation curve can be generated.

Tidal Constituent Forcing

Figure 5. Tidal Constituent Forcing window in SMS

CMS-Flow as the option of forcing with a harmonic tidal water surface elevation. To assign a boundary as a tidal boundary:

1. Select a cellstring
2. Click under CMS-Flow | Assign BChttp://cirp.usace.army.mil/CIRPwiki/index.php?title=CMS-Flow_Boundary_Conditions&action=edit...
3. In the CMS-Flow Boundary Conditions window, click on Tidal constituent-forcing, and click OK.
4. Open the CMS-Flow Model Control window and click on the tab labeled Tidal.
5. Enter the amplitudes and phases of the tidal constituents. Note that the same amplitude and phase are applied to entire cellstring and click OK

Tidal constituents used in CMS

Constituent	Speed	Constituent	Speed	Constituent	Speed	Constituent	Speed
SA*	0.041067	SSA*	0.082137	MM*	0.54438	MSF*	1.0159
MF*	1.098	2Q1*	12.8543	Q1*	13.3987	RHO1*	13.4715
O1*	13.943	M1*	14.4967	P1*	14.9589	S1*	15.0
K1*	15.0411	J1*	15.5854	OO1*	16.1391	2N2*	27.8954
MU2*	27.9682	N2*	28.4397	NU2*	28.5126	M2	28.9841
LDA2*	29.4556	L2*	29.5285	T2*	29.9589	S2	30
R2*	30.0411	K2	30.0821	2SM2*	31.0159	2MK3*	42.9271
M3*	43.4762	MK3*	44.0252	MN4*	57.4238	M4	57.9682
MS4*	58.9841	S4*	60.0	M6	86.9523	S6*	90.0
M8*	115.9364

* Only available through advanced cards for CMS >v4.0

Water Surface Elevation and Velocity Forcing

Figure 6. Setting up a cross-shore boundary condition cellstring.

Users are able to extract both water surface elevations and velocity components from a larger domain solution (ie. Larger CMS-Flow or ADCIRC grid).

Figure 7. Setting up a cross-shore boundary condition cellstring.

Cross-shore Boundary

Figure 8. Setting up a cross-shore boundary condition cellstring.

Figure 9. Setting up a cross-shore boundary condition cellstring.

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