# WMS:Channel Calculator

WMS, beginning in version 9.1, uses *Hydraulic Toolbox* to perform the channel calculations. It is useful to be able to analyze the conveyance and other properties of channels using Manning’s equation. The first dialog of the *Channel Calculator*, shows tools for slope, cross sections, launching Hydraulic Toolbox's channel calculator, and creating a stage point.

Use the measure tool to determine the slope across a specified arc, as long as the user has elevation data loaded into WMS then turn on cross sections. The image showing channel geometry becomes updated with the selected cross section, and the Z scale can be adjusted to better view the channel.

The *Reach name*, *Cross Section ID*, and *station* are all updated when a cross section is selected.

**Select Cross Section** – Select the channel by selecting this.

**Create Stage Point** – Is used floodplain delineation, which is described below.

**Launch Channel Calculator** – Will show the *Channel Analysis* from *Hydraulic Toolbox* with any information entered in WMS.

*Channels Calculator* – Allows for the definition of rectangular, trapezoidal, triangular, circular, and user defined cross-sectional channels.

Once channel input geometry is specified, either depth or flow can be computed after supplying a value for the other.

User defined cross sections are defined from a cross-section coverage and can be interpolated from a background TIN or DEM.

All calculations (except Froude Number) are made using Manning’s Equation:

where:

*Q* – Flow in cfs

*n* – Manning’s roughness

*A* – Cross section area of flow

*R* – Hydraulic radius

*S* – Slope

The Froude Number is computed from:

where:

*N _{F}* – Froude Number

*V* – Velocity

*g* – acceleration due to gravity

*y* – equivalent depth of flow for a rectangular channel.

The equivalent depth of flow for a rectangular channel is computed by dividing the cross-sectional area of flow by the top width of the water surface.

## Floodplain Delineation Computations

Besides the ability to analyze the hydraulic properties of channels, results can be used to perform basic floodplain delineation. If there are computed flowrates from one of the supported hydrologic models, estimate stage or water surface elevation using the channel calculator.

When computing the depth using a cross section arc, have a new scatter point created along the arc that contains the water surface elevation (depth calculated plus the lowest elevation of the cross section). If a centerline arc in a 1D-Hydraulic Centerline coverage exists the new scatter point will be created at the intersection of the centerline and cross section when selecting the **Create Stage Point** button. A set of scattered points create in this fashion can be used to perform a floodplain delineation. The scatter points should be interpolated along the cross sections and centerlines prior to delineating the floodplain in order to provide the delineation algorithm with more points so that the interpolation functions work better. Some studies would require a more complete hydraulic analysis using a 1D (HEC-RAS) hydraulic modeling program.

## Related Topics

- Hydrologic/Hydraulic Calculators
- Preparing Stage Data for Floodplain Delineation
- Interpolating Stages
- Floodplain Delineation
- Hydraulic Modeling
- Hydraulic Toolbox

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