• Converting between SUDA and Legacy Geopak

    Current Version: Power GEOPAK V8i (SS10) I am in the process of starting a new drainage design and am trying to determine the most efficient workflow in order to provide the following: - 2D Drainage Layout - Inlet and Pipe Computations - Drainage…
  • Automated Catchment Delineation and Inlet Dimension Settings

    Does anyone know where do change the settings related to where the catchments see the grate location and dimensions? This is in OpenRoads Designer 2022 R1. In the example below I have a combination intake. The magenta catchment is linked to the intake…
  • Trying to model/place open-end culverts with inverts matching ditch profile

    Using OpenRoads Designer 2020 Release 1 Update 8. Trying to model simple culverts to display in 3d. I want to place the culverts open-ended, based on an existing ditch profile and culvert inverts. Have been trying to use the Drainage and Utilities functionality…
  • SUDA and Geopak Drainage - Import Process

    Hello, Does anyone have experience applying importing a Geopak Drainage design to SUDA? My initial thought was rather than using the StormCAD inlet, we would have to create the drainage nodes (structures- inlets, MH, etc) in the catalog in order to…
  • SIG Workshop: OpenRoads Subsurface Utilities Design and Analysis - July 31, 2019 - You're Invited!

    OpenRoads Subsurface Utilities Design and Analysis: Rural Drainage Design for Modeling and Analysis of Ditches and Culverts Host: Jeff Martin, Senior Content Engineer, Bentley Systems, Inc. 31 July 2019 - 10 AM EDT Register Now Mark your calendar…
  • SIG Virtual Workshop: OpenRoads for SEAPac - July 3, 2019 - You're Invited!

    OpenRoads for SEAPac Special Interest Group; Subsurface Utilities Drainage and Analysis in OpenRoads Designer – Part 1 Host: Paul Cusack, Presenter: Alan Benger 3 July 2019 - 11:00 AM AEST Register Now Join industry colleagues for this OpenRoads…
  • SUDA - ANALYSIS OF DOUBLE AND TRIPLE BOX CULVERTS IN STORM SYSTEM

    Does SUDA have the ability to analyze double and triple box culverts in a storm sewer conveyance system?