Rick Graham recently commented on his blog Simply Civil3d about the new pipe options that are going to be available in 2012 to layout pipes from structure to structure by
Now I have not seen this new feature in action but do hope against hope that it will reduce the number of work arounds we have had to use to employ the pipe functionality in Civil3d.
In my opinion the pipe drafting and layout features in Civil3d still require a considerable amount of work to improve there efficiency, but updates to this area of the program seem to always remain second fiddle to improvement in the roading and corridor section. Take for example watermains to model these correctly from an engineering perspective a true 3d pipe extruded along a 3d polyline/featureline path will have to be introduced as a base object into the program. To account for total pipe length and therefore pipe friction in head loss calculations.
Otherwise unnecessary pipe network complexity is required to model a flexible MDPE water pipe that typical changes in the horizontal and vertical position between gate values and hydrants. Currently to model this situation the only option is to introduce pointless null structures into the network at changes in pipe direction and elevation.
- Center to Center (as it has been before)
- Inside wall of structure
- Outside wall of structure
Now I have not seen this new feature in action but do hope against hope that it will reduce the number of work arounds we have had to use to employ the pipe functionality in Civil3d.
In my opinion the pipe drafting and layout features in Civil3d still require a considerable amount of work to improve there efficiency, but updates to this area of the program seem to always remain second fiddle to improvement in the roading and corridor section. Take for example watermains to model these correctly from an engineering perspective a true 3d pipe extruded along a 3d polyline/featureline path will have to be introduced as a base object into the program. To account for total pipe length and therefore pipe friction in head loss calculations.
Otherwise unnecessary pipe network complexity is required to model a flexible MDPE water pipe that typical changes in the horizontal and vertical position between gate values and hydrants. Currently to model this situation the only option is to introduce pointless null structures into the network at changes in pipe direction and elevation.
No comments:
Post a Comment