An outfall is a component that can be the last node of the drainage system of a subcatchment.
An outfall node can only connect to a single link, and there is an option for the outfall to discharge onto the surface of a subcatchment.
| Parameter Name | Description | Default Value |
|---|---|---|
| NHYD | Hydrograph number. | — |
| NAME | Name of the component. | — |
| COMMENT 1, 2, and 3 | Comment for the command. | — |
| Tag | Optional category or classification. | — |
| System Type | Specifies the junction’s system type, whether it belongs in the overland, storm, or sanitary system. | Blank |
| X | The X coordinate of the outfall. | 0 |
| Y | The Y coordinate of the outfall. | 0 |
| Ground Elevation | The elevation for the ground level. | 0 |
| #Of inlets | The number of inlets (catchbasin) assigned to the outfall. | 0 |
| Sag | If the junction is laid upon a sag area. | |
| Delineate | Whether to delineate this junction or not. | |
| Invert El. (m) | Elevation of outfall’s invert. | 0 |
| Inflows | External inflows received at the junction. | No |
| Treatment | Pollutant removal supplied at the junction. | |
| Tide Gate | Select Yes if the outfall contains a tide gate to prevent backflow. | No |
| Type | Type of outfall boundary condition. | *Free |
*Outfall types are:
- Free
- Normal
- Fixed
- Tidal
- Timeseries
Various stage relationships can characterize the boundary conditions at an outfall, including:
- The critical or normal flow depth within the connecting conduit
- A fixed stage elevation
- A tidal stage presented in a table correlating tide height with the hour of the day
- A user-defined time series detailing stage variations over time
Key input parameters for outfalls encompass the invert elevation, the type of boundary condition, the stage description, and the presence of a flap gate designed to prevent backflow through the outfall.

