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Inserting name of surface in plan, profile and cross-section
hauglien
I have been looking for this for a long time, and now it's time to ask the question to the people who might know the answer. I work with several seabed DTMs and often create profiles to view vertical shifts. Mostly I have one design survey with lots…
over 12 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Inroads Suite V8i "No triangle side found"
jeff brosens
Inroads Suite V8i "No triangle side found" encountered during the triangulation process and halts. What type of error is this or common causes in the breaklines that would result in this problem? I have a 3D breakline file that I load into an empty surface…
over 10 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Direction of Depressions
JCASTRO
Hi, I don't fully understand the option 'Draw Depressions Couterclockwise' under the Advanced tab in the View Contours box. Why and when should this be used? Jean Castro
over 11 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Dynamic Update of Design Graphics - Contour update not working after flipping triangles?
Dale J Ekberg
I have loaded and set the appropriate plugins but cannot get the contours to dynamically update after flipping triangles. Any help is much appreciated, Dale
over 10 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
How to show Low/High Points of a Surface (dtm)
Imad Balich
Hello there! I have this issue, when i was done creating a surface (dtm) using Inroads, i wanted to view the low/high points of that surface, so is there any way to view them using InRoads??? Thanks & Regards, Imad Balich
over 9 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Contours Smoothing Method
Imad Balich
Hello there, I just have a simple question, is there any way that we can choose another method of smoothing of Contours in Inroads , for example in Geopak we have more than one one method of smoothing as shown below: Thanks...
Answered
over 9 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Fill Slope Transitions / Parametric Constraints in the Roadway Designer
Matthew Neiman
Has anyone talked about the difference of modeling fills using a ration (e.g. 4:1) versus slope percentage (25%) particaularly regarding transitions? Example: A 2:1 slope transitioning to 4:1. One could expect the midpoint of this transition to be…
over 11 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum