Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...

Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally K...

As it stands, I can make a new Engineering Library on a network drive to share with other users, but if I wanted to make that library the "default", I can't without having to make the change for each individual user.

The calculation executive summary and calculation detailed summary would be improved by adding a time stamp near the date and file name at the bottom of the reports' pages. It would be helpful to be able to add a note to the reports describing tha...

In the "profile," it is necessary to present the "elevations outflow" of the pipe being represented, not the elevation of the bottom of the manhole. In situations where the pipe reaches well above the bottom, it is necessary to switch variables, w...

In order to have better visibility on the work done and distribute the cost charging among different projects, it would be nice to have the below additional into to the e365 open flows product usage: Number of actual model nodes/pipes Model File N...

The message prompting before every simulation computing is ambiguous - is it necessary to regenerate grid each time I want to compute model? Probably not if the grid wasn't changed.

It would be nice if the Grid browser could be docked on the side of the window.

would be nice to add the duration depth frequency data as presented in atlas 14

El modelo 2D no reconoce la asignación de LID. Se sugiere la implementación. Es importante simular inundaciones y verificar el comportamiento del alcantarillado al aplicar soluciones de drenaje sostenible.