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Gregory Smith

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  1. 1 vote

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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  2. 12 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Hydrology  ·  Flag idea as inappropriate…  ·  Admin →
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    Gregory Smith supported this idea  · 
  3. 9 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Reporting  ·  Flag idea as inappropriate…  ·  Admin →
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  4. 7 votes

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    ON ROADMAP  ·  1 comment  ·  Storm Sewer & Flood Modeling » Data Exchange  ·  Flag idea as inappropriate…  ·  Admin →
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  5. 3 votes

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    MORE INFO NEEDED  ·  0 comments  ·  Storm Sewer & Flood Modeling » 2D Flooding  ·  Flag idea as inappropriate…  ·  Admin →
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    Gregory Smith supported this idea  · 
  6. 20 votes

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    RECEIVED  ·  1 comment  ·  Storm Sewer & Flood Modeling » Data Exchange  ·  Flag idea as inappropriate…  ·  Admin →
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  7. 12 votes

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    RECEIVED  ·  2 comments  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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  8. 5 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Hydrology  ·  Flag idea as inappropriate…  ·  Admin →
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  9. 8 votes

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    RECEIVED  ·  1 comment  ·  Storm Sewer & Flood Modeling » Visualization  ·  Flag idea as inappropriate…  ·  Admin →
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    Gregory Smith supported this idea  · 
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    Gregory Smith commented  · 

    I agree. It is a current failing of the labelling in ICM that the decimal places it determines, may or may not be relevant to reporting a particular model.

    Greg Smith

  10. 2 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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  11. 8 votes

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    3 comments  ·  Storm Sewer & Flood Modeling » Visualization  ·  Flag idea as inappropriate…  ·  Admin →
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    Interesting idea.

    We need more information on the problem of pipe clashes. Are these unconnected pipes in the model or are they referencing Asset networks, or Water networks?

    How granular of a view does one need? I.e. are you interesting in generally where these crossing occur, or are you trying to identify how close you can cross something else?

    Gregory Smith supported this idea  · 
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    Gregory Smith commented  · 

    I see this as an excellent (and necessary) addition to ICM.

    A typical example is where there is a constraint of (say) a foul sewer line that crosses a stormwater line that is the subject of the design. When adjusting pipe depths, the ability to "see" the sewer line in a long section will assist the design to ensure that there is sufficient minimum (and measurable) clearance between the 2 pipes. The same could be applied to any design or existing constraints that may affect a design.

    The current work around is by duplicating scenarios in CAD.

    I would like this feature to be a very simple exercise of being able to create a conduit (without nodes) with just an upstream & downstream invert. (and it may only be a metre long .... for example if it is pipe
    (or even a cable) that has just been potholed by survey).

  12. 7 votes

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    3 comments  ·  Storm Sewer & Flood Modeling » Data Exchange  ·  Flag idea as inappropriate…  ·  Admin →
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    Gregory Smith supported this idea  · 
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    Gregory Smith commented  · 

    Civil 3D files would be a great starting point.

  13. 14 votes

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    RECEIVED  ·  7 comments  ·  Storm Sewer & Flood Modeling » Other  ·  Flag idea as inappropriate…  ·  Admin →
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    Gregory Smith commented  · 

    Regarding Save grid layout: I find that columns I don't need cannot be hidden as that option is greyed out (as is hide empty tabs). In fact, I'm struggling to find any columns I can hide, which then makes no point in trying save the grid layout (but most likely I'm doing something wrong).

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