314 results found

1. I want the Show Maxima function to apply to Pipe Shear Stress

   Currently, the "Show Maxima" results button doesn't apply to pipe Shear Stress (calculated through QM, Quality Module).

   It seems pipe Shear Stress is the only thing that Shear Stress is the only thing the "Show Maxima" results button doesn't apply to.

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2. Export of simulation log files from ICMLive

   We'd like the log file to be automatically exported as part of the live modelling workflows. This log file contains important information pertaining to the TSDBs that we would like to use in some additional post-processing. Could this be part of the manifest export process?

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3. One more File name format for ASCII Grid (forecast) in Spatial TSDB

   Now the file name format like *YYYYMMDDHHhhhmm of ASCII grid (forecast) can be supported in Spatial TSDB. However, if the user has a forecast origin accurate to minute, it cannot be used. A new file name format of *YYYYMMDDHHMMhhhmm should be included.

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4. As a user, I would like to be able to export node max stage for all different global storms when exporting to GIS in XPSWMM.

   When exporting results to GIS, it should export all the storms that are selected, so that I don't need to manually extract the information and piece them together.

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5. It would be great to add PMP (probable maximum precipitation) calculator to XPSWMM and XPSTORM

   It would be great to add PMP (probable maximum precipitation) calculator to XPSWMM and XPSTORM

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6. Merge radar and rain gauge data for accurate spatial rainfall assignment

   I would like to use radar rainfall like NEXRAD and spatially correct it to my rain gauge network locally before applying the rainfall in my model.

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7. Infoworks ICM - XPSWMM

   Provide a easy model/network transport option from one program to the other. Many municipalities within WA utilise XPSWMM and therefore are note able to read an ICM model.

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8. Refine selection to include subcatchments draining to multiple links or other subcatchments

   Subcatchments draining to a single link can already be added to an existing selection of node and links by using the refine option, if the upstream node of that link is selected. It would be interesting to have a similar extension for subcatchments draining to multiple links or to other subcatchments. E.g. when I select part of a network by routing and I want to know the total contributing area of it, regardless of the connecting mode of the subcatchments.

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   RECEIVED  ·  pascal.lang responded

   Thank you for submitting this idea, it would make for a good extension to existing functionality in this space.

9. Realign feature

   A new feature I’d like to see for lines/polygons is a ‘realign feature’ tool. When selected, if you clicked on a vertex in a line or on a polygon boundary (single click and release), it would ‘grab’ that vertex and allow you to move it. Once you placed it, when you move the mouse either direction along the line, it would AUTOMATICALLY grab the next vertex on the line. Right-clicking would bring up a menu allowing you to ‘release’ the line (leaving the ‘grabbed’ vertex in its original location), delete the grabbed vertex, insert a new vertex, or ‘skip’ a vertex and move up/down the line. Once you deleted the vertex or inserted a new vertex, it would again automatically grab the next vertex either direction based on the mouse movement.

   At least at first, when you select the tool, it would be good to have a window explaining how it works (with a checkbox to make it stop appearing).

   A new feature I’d like to see for lines/polygons is a ‘realign feature’ tool. When selected, if you clicked on a vertex in a line or on a polygon boundary (single click and release), it would ‘grab’ that vertex and allow you to move it. Once you placed it, when you move the mouse either direction along the line, it would AUTOMATICALLY grab the next vertex on the line. Right-clicking would bring up a menu allowing you to ‘release’ the line (leaving the ‘grabbed’ vertex in its original location), delete the grabbed vertex, insert a new vertex, or ‘skip’ a… more

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10. no flag update when updating via CSV

    In ICM, when only updating a value via CSV file (Network -> Import -> Update from CSV files), the data flag should be left untouched instead of being "blanked" or updated with a new value (based on the "Flag to use for new/updated data" in the 'import from CSV data" screen)

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11. Improved Method to export videos / graphics from ICM

    This suggestion is from NYC DEP. We would like the ability to more easily export results from ICM in video or picture format.

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12. Import 12da Drainage Design strings and attributes to InfoWorks ICM to migrate drainage designs
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13. Create preset 2D inflow equation

    Similar to inlet capacity, have the ability to create 2D inflow equations relative to inlet size and control depending on weir or orifice curves. This will allow the user to increase or change 2D inflow control easier and more standardized.

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14. Loading bars for large 2d TIN results.

    Vissible loading progress for loading large or TIN modelling results.

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15. colour labels based on flags

    Make it possible to colour the labels based on the flags associated with the displayed field values.

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16. Interface Utility export efficiency

    Hi Paul,

    Can I make a suggestion regarding the InterfaceUtils.exe utility?

    Seeing that we are now dealing with considerably more rainfall data associated with ARR2016/2019 rainfall & temporal patterns, can Innovyze (or whoever created the abovementioned utility) look at updating the executable such that one doesn’t have to browse for a particular file in the “File name” field. As an alternative, it would be handy if we had the option to simply update the file name manually in the “File name” field and press a “reload button”. Furthermore, it would also be beneficial if there was an additional function to choose the previously chosen catchment and results parameters.

    As it is, the “File Name” field can be manually updated but it does not reload the file.

    An update to the utility as indicated above will make the process of exporting results quicker and more efficient.

    Kind Regards

    Blake Peacock

    Blake.Peacock@calibregroup.com

    Hi Paul,

    Can I make a suggestion regarding the InterfaceUtils.exe utility?

    Seeing that we are now dealing with considerably more rainfall data associated with ARR2016/2019 rainfall & temporal patterns, can Innovyze (or whoever created the abovementioned utility) look at updating the executable such that one doesn’t have to browse for a particular file in the “File name” field. As an alternative, it would be handy if we had the option to simply update the file name manually in the “File name” field and press a “reload button”. Furthermore, it would also be beneficial if there was an additional function to… more

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17. Alert on river sections without having to make 1D results points

    We'd like to create alerts on river sections without having to create either results points or having the reach split at the cross section in question

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18. Total sediment ( SF1+SF2).

    In the result “graph” and “table” window add a new field for “total sediment” which presents the mass flow and the concentration of “sf1”+”sf2”

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19. Agricultural pollution.

    Including agricultural pollution in the model. Such as fertilization and pesticide application. These pollutions can buildup rapidely on the surface and washoff during irrigation and rainfall period. Some common model softwares such as SWAT and WASP have this simulation process.

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20. Water environmental capacity calculation

    Add environmental capacity calculation in ICM, user can easily find how much pollution the river can receive at each time step and each river’s total environment capacity during the whole simulatiton.
    Water Environmental Capacity Calculation
    Background
    Water environmental capacity is an essential component of water environmental assessment and must be monitored and managed for economic, engineering, and human health reasons. Many efforts have been made to study methods for the calculation of water environmental capacity. This content reviews available literature on water environmental capacity. The evolutionary history and application scenarios of major water quality models, and water environmental capacity calculation formulas are summarized.

    Water environmental capacity calculation formulas
    General Equations Up to Standard
    The basic equation of water environmental capacity can be represented as follows :
    Wij= Q·(Cs-Co)+K·Cs·V
    Wij is the water environmental capacity of minimum computing unit in both time and space,
    Q is the flow discharge,
    Cs is the water quality standard,
    C0 is the natural background concentration of the pollutants in the water,
    K is the degradation coefficient of the pollutants.

    The equation of water environmental capacity is applied to river network region as follows:
    W=∑(j=1)^n▒∑(i=1)^m▒a(ij ) × Wij
    
    Wij is the water environmental capacity of minimum computing unit, especially in calculating the minimum space unit of river reach (that is , the space between two breaks); the default minimum time unit is day.
    aij is non-uniformity coefficient, aij∈(0,1] ; If wider the river reach is , aij will be smaller.

    Equations of Reciprocating Flow Area
    According to the boundary events of hydrology, we can calculate the minimum time and space unit value of water environmental capacity using mathematical model of river network towards the research area. Summarizing the values of each control unit according to the following formulas.
    Using the two direction flow(double-flow model) formulas to calculate as below:
    W=A/(A+B)W+ + A/(A+B)W-
    A: Positive flow calculating relative days
    B:Negative flow calculating relative days
    W+ : Positive flow value of water environmental capacity
    W- : Negative flow value of water environmental capacity

    Positive flow formula:
    W+ = Q01 (CS-C01 )+K1 V1 Cs
    Negative flow formula:
    W- = Q02 (CS-C02 )+K1 V1 Cs

    In order to ensure the water environmental capacity calculation result that is consistent with the actual uneven phenomenon, we can use the non-uniformity coefficient of correction in the river network area during the process of the water environmental capacity calculation, which will be multiplied by the mixing of the water environmental capacity of water. It is concluded that water can meet certain control of water environment capacity under the condition of non-uniform coefficient values between 0 and 1. The wider the river reach , the more difficult it is for pollutants to be discharged into the water body to achieve uniform mixing, and the smaller the non-uniformity coefficient.
    The relationship between the width of river reach and aij ( non-uniformity coefficient ) as follows:
    river width(m)） aij
    0-50 0.8-1.0
    50-100 0.6-0.8
    100-150 0.4-0.6
    150-200 0.1-0.4

    References:
    1. J.Yuan, B. Wei, J. Zhu, H. Zhang & G.Yu., SKLOE, Jiao Tong University, E3S Web of Conferences.,. 81. 01001. 10.1051/e3sconf/20198101001 (2019)
    2. Zhang, Doctoral dissertation, Hefei Un iv. Technol., (2017)
    3. Y. D u a n, G. Liu, J. Geosci. and Environ. Prote., 04, 100 (2016)

    Add environmental capacity calculation in ICM, user can easily find how much pollution the river can receive at each time step and each river’s total environment capacity during the whole simulatiton.
    Water Environmental Capacity Calculation
    Background
    Water environmental capacity is an essential component of water environmental assessment and must be monitored and managed for economic, engineering, and human health reasons. Many efforts have been made to study methods for the calculation of water environmental capacity. This content reviews available literature on water environmental capacity. The evolutionary history and application scenarios of major water quality models, and water environmental capacity calculation… more

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