most open source elevation data is in raster format.
most people who do hydraulic modeling will be most familiar with this. these data sets are easy to work with and generally less cumbersome than input options available.
i am having to use a la...
[Copy] Make the Drainage Catch Basin Grate Perimeter and Open Area variables reportable
Some DOTs require input of an exact values for catch basin grate open area for orifice flow and catch basin grate perimeter for weir flow. ORD would consider these as calculated values, not inputs. These are not ORD outputs and are hidden from the...
[Copy] Allow Esri Shapefile Field Name to be longer than 10 characters
When exporting a drainage flex table in ESRI format, the default field names include names longer than 10 characters. This throws the error message: "The Esri Shapefile field name <Middle_Flow> for column <Flow (Middle)> cannot be long...
This can be used to identify drops in straight line because of some clashes, etc. Also this should be able to highlight based on the value of drop depth.
[Copy] Ability to modify 'Rational Method Frequency Adjustment Factor' for a specific catchment or range of catchments.
Currently there is only an option to add Rational Method Frequency Adjustment Factors for the entire storm, which affects all catchments. Our GDOT standards require modification of the factor for only C values less than 0.6.
[Copy] Ability to Update/Load additional Pipe networks from Civil 3d
Currently When importing pulling in pipe networks (both utility and drainage) two things happen 1.) They lose a lot of data. 2.) you can only do it once. Then you have to erase EVERYTHING and do it again. The workflow generally goes like this: So ...
Most state are or are moving to using NOAA rainfall Data. Basic IDF tables can be Downloaded and Uploaded, but it should integrate with the different Calculation methods (Table equations, Poly Log, IDF Curve.....)
[Copy] Allow Design Scenarios to change proposed conduit properties and class based on depth of conduit.
The class of a pipe is primarily selected by the depth of cover over a pipe. Sometimes vehicle loads or construction loads have an influence on the class selection