ROBERT.DICKINSON

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  1. 7 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Water Quality  ·  Flag idea as inappropriate…  ·  Admin →
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  2. 16 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Live Modeling  ·  Flag idea as inappropriate…  ·  Admin →
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  3. 6 votes

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    RECEIVED  ·  1 comment  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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  4. 2 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Rainfall  ·  Flag idea as inappropriate…  ·  Admin →
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  5. 7 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Hydrology  ·  Flag idea as inappropriate…  ·  Admin →
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  6. 4 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Visualization  ·  Flag idea as inappropriate…  ·  Admin →
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  7. 23 votes

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    RECEIVED  ·  1 comment  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
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  8. 27 votes

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    1 comment  ·  Storm Sewer & Flood Modeling » Productivity  ·  Flag idea as inappropriate…  ·  Admin →
    ON ROADMAP  ·  pascal.lang responded

    The approach which we are looking to leverage here is one which deviates a little from the original request but gives the same ability to interrogate results part way through a simulation. After investigating options, the best appears to be to have a run for the total duration you are interested in, then set a state saving checkbox in the run and when you wish to interrogate simulation results stop the simulation. We will then make use of ICMLive developed concatenation of results to allow us to tie in the “continuation run” with the results which were stopped earlier. There is a lot more detail to this than I can add here, but it should meet the need.

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  9. 6 votes

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    1 comment  ·  Water Distribution » Data Exchange  ·  Flag idea as inappropriate…  ·  Admin →
    IN DISCUSSION  ·  Luca Serena responded

    Demand patterns/direct demands in WS Pro can be updated from Live Data by right-clicking on the demand diagram and selecting Update→From Live Data. Incrementing the number of demand categories within the demand diagram it has proven not to be expensive in terms of computational resources (different to the actual “pattern update” which could take long when performed against a wide spectrum of customers).

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  10. 5 votes

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    0 comments  ·  Water Distribution » Operational Modeling  ·  Flag idea as inappropriate…  ·  Admin →
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  11. 5 votes

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

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Reporting  ·  Flag idea as inappropriate…  ·  Admin →
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  13. 4 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Water Quality  ·  Flag idea as inappropriate…  ·  Admin →
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  14. 2 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » River Modeling  ·  Flag idea as inappropriate…  ·  Admin →
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  15. 3 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » River Modeling  ·  Flag idea as inappropriate…  ·  Admin →
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  16. 4 votes

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    1 comment  ·  Water Distribution » Data Exchange  ·  Flag idea as inappropriate…  ·  Admin →
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  17. 4 votes

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    RECEIVED  ·  0 comments  ·  Storm Sewer & Flood Modeling » Reporting  ·  Flag idea as inappropriate…  ·  Admin →
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  18. 4 votes

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    0 comments  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
    IN DISCUSSION  ·  pascal.lang responded

    Thank you for this request. I just wanted to confirm whether this was for display purposes only to allow for better representation of the actual configuration on site or whether the location of pipes was expected to influence the hydraulics in some way.

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  19. 11 votes

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    RECEIVED  ·  2 comments  ·  Storm Sewer & Flood Modeling » Hydraulics  ·  Flag idea as inappropriate…  ·  Admin →
    ROBERT.DICKINSON supported this idea  · 
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    ROBERT.DICKINSON commented  · 

    I will mention that in SWMM software you can have a bottom orifice.

  20. 2 votes

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    RECEIVED  ·  1 comment  ·  Drainage Design » Reporting  ·  Flag idea as inappropriate…  ·  Admin →
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