SMS:FESWMS Hydraulic Structures

FESWMS has the capability to model hydraulic structures including: bridges, roadway embankments, culverts, weirs, and drop-inlet spillways. In the finite element network, bridges and roadway embankments are represented with a collection of two-dimensional elements, which overlay the plan view of these structures. However, since culverts, weirs, and drop-inlet spillways are difficult to characterize with elements, these structures are modeled with either one or two node points, with these nodes representing points of inflow and outflow. An exception to this modeling technique occurs when a culvert spans a large channel or is large in comparison to the size of the defined floodplain elements; in this instance, consider modeling the culvert with two-dimensional elements.

Culvert

A small culvert under a pedestrian walkway.

Small culverts are modeled with inlet and outlet node points in FESWMS unless they are located on the model boundary, in which case they are represented with one node point. Parameters for characterizing small culverts include barrel geometry (shape, length, span, slope, and number of barrels), inlet configuration, barrel roughness, and tailwater depth. FESWMS employs the FHWA culvert routing routines as presented in Hydraulic Design Series 5 (HDS 5), Hydraulic Design of Highway Culverts [1] [2] and discharge through a culvert is determined by the energy heads at the nodes where the culvert is placed. To define a culvert with two mesh nodes, proceed with the following steps:

1. Select the culvert's inlet and outlet node by choosing the Select Mesh Node tool and clicking on the nodes of interest while pressing the Shift key.
2. Select the menu option FESWMS | Culvert. The FESWMS Culvert dialog will appear allowing the entry of culvert parameters. Note that when the Flap-gate option is selected, the model only permits flow to travel in the downstream direction. At this point, verify that the nodes identified as "upstream" and "downstream" in the FESWMS Culvert dialog represent the culvert inlet and outlet, respectively.
3. Culvert material, shape, and inlet type may be designated by selecting the appropriate drop-down menus and clicking on the desired values. Additionally, the FESWMS Culvert dialog offers help in determining the culvert entrance loss coefficient (ke) and the Mannings roughess coefficient of the culvert barrel (nc); simply select the Help button next to these two parameters for information. To enter inlet control flow coefficients other than the default values provided (not recommended for novice users), click on the Override defaults box net to the appropriate parameters and enter a new value. Further information concerning the selection of culvert parameters is provided in HDS 5.

FESWMS Culvert dialog

Weir

The weir at Coburg Lake in Victoria (Australia) after heavy rainfall.

FESWMS weirs can be used to model flows over topping bridge decks, embankments, guide banks (spur dikes), and other structures. As with culverts, weirs located in the interior of the finite element network are described by two node points, one on the upstream side and one on the downstream side of the weir. Weir flow is typically modeled by dividing the bridge deck, embankment, or other structure into a series of weir segments. Each segment is described by the appropriate number of nodes (either one or two), a discharge coefficient, submergence criteria, and the length and crest elevation of the segment (all necessary as input to the broad-crested weir-flow equation). To define a weir segment, perform the following steps:

1. Select one or two nodes (depending on if the weir is on the boundary or in the interior of the model) by clicking on the Select Mesh Node tool and choosing the node or nodes of interest in defining the weir. If defining a "two-node" weir, hold the Shift key to select both the upstream and downstream node.
2. Select the menu option FESWMS | Weir to open the FESWMS Weir dialog.
3. Adjust the default parameters and enter the user-defined values as necessary. The "paved roadway" option is typically selected from the Weir type drop-down menu for bridge decks. As with culverts, when the "Flap-gate" option is selected, the model only permits flow to travel in the downstream direction. Also, the Switch button can be used to change the flow direction if the nodes identified as "upstream" and "downstream" do not correspond to the actual flow direction over the modeled weir.

When defining a series of weir segments to model a bridge deck or other structure, one can create nodestrings on the upstream and downstream sides of the structure. After creating the nodestrings, select each nodestring using the Select Nodestring File:SMS Select Nodestring tool.png tool in turn while holding the Shift key, click on the menu option FESWMS | Weir, and assign the appropriate crest elevation and other parameters. Further information on weir flow and the broad-crested weir equation can be found in the FESWMS Users Manual [3] and FHWA publication Hydraulic Engineering Circular (HEC) 22, Urban Drainage Design Manual [4] [5].

FESWMS Weir dialog

Drop-Inlet Spillways

FESWMS Drop Inlet Definition dialog

Drop-inlet spillways are sometimes used as flow conveyance structures in reservoirs, and the discharge through this type of spillway is limited by one of three flow conditions (depending on the existing water surface at the inlet and the configuration of the structure):

1. Weir flow
2. Orifice flow
3. Full pipe flow

Flow through a drop-inlet spillway in the interior of a finite element network is modeled by designating an inflow (entrance) node, an out-flow (exit) node, and a set of parameters that describe the structure. If the structure is located on one of the model boundaries, only an entrace node is specified (as flow is assumed to exit the model domain).

To specify a drop-inlet spillway in the FESWMS model:

1. Select one or two nodes (depending on if the drop-inlet spillway is on the boundary or in the interior of the model) by clicking on the Select Mesh Node tool and selecting the nodes of interst.
2. Select the menu option FESWMS | Drop Inlet. The Drop Inlet Definition dialog will open, allowing the entry of the inlet characteristics including geometry and discharge coefficients.

Help with selection of weir and orifice parameters is provided in the FHWA publication Hydraulic Engineering Circular (HEC) 22, Urban Drainage Design Manual [6] [7].

Channel Link

FESWMS Channel Link dialog

Switch ID String Link width Link length Bed elevation at upstream node Bed elevation at downstream node Entrance loss coefficient - Ke Manning's roughness Minimum Head Difference Tailwater elevation

Gate

FESWMS Gate dialog

Switch ID string Gate Geometry Underflow gate opening height Underflow gate opening width Underflow gate bottom elevation Underflow gate inclination angle (deg) Overflow gate discharge coefficient Overflow gate crest elevation Overflow gate crest elevation Tailwater elevation

Bridges & Roadway Embankments

Unlike culverts, weirs, and drop-inlet spillways, bridges and roadways will usually be modeled with a collection of two-dimensional elements. Bridge modeling considerations include:

1. Deck roughness
2. Weir flow over decking
3. Pressure flow through the bridge opening
4. Flow around bridge piers
5. Embankment elevations

Once bridge elements are created (in the Map Module during network construction) such that they conform to the two-dimensional plan view of the bridge deck, further treatment of the bridge and associated embankments continues as described below:

Deck Roughness

To define the roughness of the bridge deck elements in the Mesh Module, proceed as follows:

1. Click on the Select Element File:SelectMeshElement.png tool and highlight the elements representing the bridge deck while holding the Shift key.
2. Select the menu option FESWMS | Material Properties and click on the Roughness Parameters tab of the FESWMS Material Properties dialog.
3. To define a material property group for the bridge elements (if not previously defined during network construction), select the General material properties button, click on the New button in the Materials Data window, and enter the property name for the bridge elements. Once finished, click OK.
4. in the FESWMS Material Properties dialog, highlight the name of the bridge elements in the left-hand window and enter the Manning's n in the Deck Roughness edit field. Click OK.

A similar procedure can be used to define roughness values for the roadway, including embankments.

Weir Flow Over Decking

Weir flow over decking can be modeled by segmenting the bridge and approaches and establishing a weir for each segment as described previously.

Pressure Flow Through The Bridge Opening

In order for pressure flow to be calculated, the property group representing the bridge deck needs to be coded for potential pressure flow and a bridge deck ceiling elevation (also known as the low chord or low steel elevation) needs to be specified for each element node in the deck as follows:

1. To indicate potential pressure flow, first select FESWMS | Material Properties and under the Roughness Parameters tab highlight the bridge properties group and select the Potential Pressure flow box.
2. Next, code in the ceiling elevation for each element node in the deck by using the Select Mesh Node tool and highlighting the element nodes corresponding to the bridge deck by holding the Shift key and clicking on each node to be assigned the ceiling elevation. An alternative means of selecting all bridge nodes is to choose the Select Mesh Node tool, click on the menu option Edit | Select by Material Type, choose the Bridge material type, and click on Select. Once the appropriate bridge deck nodes have been highlighted, select FESWMS | Local Parameters and click on the Ceiling Options button. In the Specify ceiling for selected items box, enter the ceiling or low chord elevation of the selected nodes and click OK.

Bridge and Embankment Elevation Adjustments

To adjust bridge and embankment elevations:

1. Focus in on the area surrounding the embankment or bridge nodes of interest using the Zoom tool.
2. Select the corner nodes of the roadway element using the Select Mesh Node tool.
3. Adjust the elevations of the nodes to the desired values by overwriting the z-coordinate value in the Z node coordinate display edit field in the SMS window. Note that adjusting the corner nodes automatically adjusts the center and midside nodes.
4. Repeat these steps until all bridge and roadway elements have been set to the desired elevations.

Piers

FESWMS Pier Definition dialog

Piers may be modeled in SMS by either of two methods:

1. Creating elements of the proper geometric sizes and elevations in the network to mimic piers
2. Utilizing the tools provided in SMS including the FESWMS Pier Definition dialog

To create a pier in the Mesh Module using the FESWMS Pier Definition dialog:

1. Select the Create Pier tool and click on the approximate position of the pier in the finite element mesh.
2. Choose the Select Pier tool, select the pier of interest, and choose the menu option FESWMS | Pier. The FESWMS Pier Definition dialog will open. Pier parameters used by FESWMS describe the pier location, geometry, and flow resistance. The pier angle is the orientation of the long axis of the pier measure counterclockwise from the x-axis.
3. Adjust the pier parameters, including coordinate location, as necessary by filling in the various edit fields under Pier Attributes. Note that pier names can be changed by clicking on the name displayed in the FESWMS Pier Definition dialog.
4. Various parameters for pier scour computations can also be specified by selecting the Global Options button. For more detailed information on pier parameters and scour calcuations, refer to FHWA publication Hydraulic Engineering Circular (HEC) 18, Evaluating Scour at Bridges [8] [9] [10] [11].

FESWMS Pier Global Options dialog

Modeling Tips

• When dividing a weir into segments on an element basis, it is recommended to assign 2/3 of the length to the midside node of an element, and 1/6 of the length to each of the adjacent vertex nodes.
• More than two rows of elements may be required to accurately model pressure flow through a river crossing.
• A smaller, more highly refined finite element mesh should be used at and around piers, abutments, and other areas of curvilinear/complex flow patterns to improve the accuracy of model results.

External Links

• Hydraulic Design Series 5 (HDS 5), Hydraulic Design of Highway Culverts [12] [13]
• Hydraulic Engineering Circular (HEC) 18, Evaluating Scour at Bridges [14] [15] [16] [17].
• User's Manual for FESWMS Flo2DH [18]
• Urban Drainage Design Manual Second Edition [19] [20]

Related Topics

• FESWMS
• FESWMS Files
• FESWMS Graphical Interface
• FESWMS Model Control Dialog
• FESWMS Spindown