In many cases, it is required to access a specific field of a pipe in node tables or vice versa

In Portugal, as in several countries for where we work, maximum flow velocity in each pipe depends on its diameter. So that, as happens in SewerGEMS, velocity design constraint should be defined for each diameter, and should be a property of each ...

For enclosed storages that are undersized and are required to analyze the effects of surcharge, it would be usedful to have a field when created a pond, where you can seleect if the "pond" is enclosed and if you would like to account for surcharge...

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...

The totalizing flow meter tool is useful, but I would like to be able to get that information without having to look at elements one at a time. It would be nice if the totalizing flow meter would be calculated as a function of the element and coul...

For modeling irrigation systems, cutting-edge elements such as hydrants/valves have closing rules that not only take time into consideration, but also pressure as a trigger. Furthermore, these valves have linear flow characteristics.

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...