If ditches do become channel features, KYTC would need channels to then be able to attach to other node types besides headwalls since we have many conditions and locations where they outlet into inlets of various types.
It would be amazing if we could utilize our own grate spacing for calculating the head on inlets. KYTC has several grates that don't quite match with what is in the delivered system, and this may affect the depth of the head on the inlet.
Users often make changes to the different fit options in the Dynamic XS view that are not persisted when the file is closed or a section via datapoint is issued (Fit Section / Center Backbone / Center on Current Offsets). It defaults back to the F...
At KYTC we like to show the vaults of drainage structures, in order to do that S&S drew them for us. ORD does that in 3D, however, we turn the 3D off when producing plans. It would help in the case that we could point to two cells (one that ma...
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...
Need a Terrain report in ORD having Root Mean Square Error in it same as the report by the "compare point to tin" tool in GEOPAK
User is wants the terrian report from native Geopak which gives Root Mean Square Error to be added to ORD. In Geopak there was a tool "compare point to tin" tool that provided a report. This report would provide the "Root Mean Square Error". In OR...
Template Switches and Triggers Built Into Corridor Rather Than Templates
Using display rules can be very difficult when you have nearly identical components on top of one another. We've all tried to eliminate this difficulty by using a ton of different templates, but that can be even worse when conditions keep changing...