BRI-STARS visual output can be observed in the following screen windows: 

	Thalweg Profile Window.
	Streamtubes and Velocities Window.
	Topographic Changes Window.

	The model can be used as a fixed-bed model to compute water surface profiles for subcritical, supercritical, or the combination of both flow conditions involving hydraulic jumps. These computations include but are not limited to:
	Flow profiles in manmade channels with no sediment.
	Flow profiles over spillways and waterways.
	Water surface profiles in rivers where bed elevation changes are negligible.
	The model can be used as a movable bed model to route water and sediment through alluvial channels.
	The use of stream tubes allows the model to compute the variation of hydraulic conditions and sediment activity not only in the longitudinal but also in the lateral direction.
	With the selection of a single stream tube, the model becomes one-dimensional. By selection of multiple stream tubes, changes in cross section geometries in the lateral direction can be simulated.
	The armoring option allows simulation of longer term riverbed changes.
	With the selection of minimization procedure option, the model can simulate channel widening and narrowing processes.
	With the selection of WSPRO bridge hydraulics option the model utilizes specialized routines for the computation of flows through highway bridge openings.
	Maximum potential bridge pier scour for given flood hydrographs are computed through the use of several equations for various pier geometries.
	Flow diversion problems can be studied through the use of lateral inflow/outflow options.
	Aggregate mining studies can be conducted by simulating various mining alternatives (quantity and physical location).
	Dredging studies can be conducted by the use of the lateral sediment outflow option without any water outflow.
	Bank failures with known rates of bank regression can be simulated through the option of lateral sediment inflow without water inflow.