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Question:
Can I export my digital terrain model (DTM) as a simple .txt file where I can find the terrain points with X, Y, Z?
Answer:
Yes. The video below shows the steps you need...
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Question:
PI elevations annotated in a profile named boundary drawing model are shown 0.01' different from the actual elevations in the profile. For example, a PI elevation...
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Hallo
ich würde gerne eine spannungsbasierte Grenzgleichgewichtsanalyse mit „Kulhawy“ durchführen. Ich arbeite mit PLAXIS LE (2D) und dem Modul Slope Stability.
Für die Berechnung mit „Kulhawy“ muss ich ein Spannungsfeld einfügen...
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Faseel Khan in reply to Juliane Mohr
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Bentley AutoPIPE 2023 (v23.00.00.230) マルチリンガルビルドがリリースされました。
Hello everyone!
I have a terrain model made from elements that are located in a reference file. I have made changes on the elements in the referenced file, but the terrain model does not update. I was wondering if anyone has this issue and if there is...
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Can anyone confirm that, Last Mile Utilities are still compatible for Openraods and Openrail, Please check the below link and let me know your thoughts,
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Is there a way to model concrete pedestals in mat foundation model in SFA? Mat foundation contains horizontal vessels supported on pedestals.
Milind Gaikwad in reply to Michael Quilles
In current version of SFA creation of pedestal manually in not available but same will be available very soon, where you will be able to create different shapes of pedestal manually, apply the load on it and design the same.
In SFA you cannot delete the...
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Aswathi A in reply to Milind Gaikwad
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There is a simple way to get the program to design the pedestals for a horizontal vessel supported on 2 or more saddles. The steps below are for a case where there are 2 pedestals.
1. Create a STAAD.Pro model having 2 columns, with each column modeled...
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Pytanie:
Czy mogę wyeksportować mój cyfrowy model terenu jako prosty plik .txt, w którym znajdę punkty terenu wraz z wartościami X, Y, Z?
Odpowiedź...
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Dear Support,
I have created Lagrangian monitoring boxes in OpenFlows Flood in which I wish to be able to visualise. I observed that the file .LMB has been created successfully.
I found a procedure presented in prior MOHID platform that indicates the...
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Luis Fernandes in reply to Nikolas Souza
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Hello,
Inst._Volume -> is time vs total volume of the box in the eulerian referential (grid) at each output time step (i.e. sum of all grid cells volumes contained in the box)
Inst._VolFrOrigin_XXX -> is the total volume of lagrangian particles in the...
Nikolas Souza in reply to Luis Fernandes
Hello
Thank you very much for the fast answer. I understand it now.
Regards,
I would like to ask in what problem does my model occur? a weird pressure graph happening in time 10:00-20:00. please see the graph Thank you
Ankit Kulkarni
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Hello Mohammed,
Can you please tell me what software are you using with the version number?
This kind of issue is usually due to pump controls when the ON setting is too close to the OFF setting. The pump keeps switching on and off. Check you pump controls...
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Hello,
I've been trying to add XML Geometry Files (which I generate from shapefile QGIS and export to XML) and then import it into Openflows Flood. But it seems my XML Geometry was not match or somehow could not imported and show up an error notification...
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Yoda M. in reply to Luis Fernandes
Hello,
Noted, I will try to export it to text files, but is it has some specific format to convert the text files to polygon?
Thanks
Luis Fernandes in reply to Yoda M.
Suggested Answer
Hello,
Polygons can be saved in ASCII text files. The default extension for Polygons files is *.xy, but not mandatory (just makes it easier to select in the open file dialog).
This file is organized in blocks, each containing the vertices for a certain polygon...
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Hello communities
I've read the information about Openflows FLOOD Mohid Land which can be use to simulate flood risk and mitigation, but I'm wondering if Mohid Land could be use to simulate pollutants in river too?
Kind regards
Yoda M. in reply to Luis Fernandes
Hello Luis,
Thanks for confirmation, also I need confirmation regarding Mohid Land elevation data is should in positive value correct? And is the pollutant input using the discharge module?
Thanks and regards
Luis Fernandes in reply to Yoda M.
Suggested Answer
Hello,
Yes, MOHID Land elevation data is positive. For 1D or 2D, pollutant input is made using the discharge module. For 1D initial conditions use the Drainage Network module, for 2D the RunOffProperties module.
Kind regards,
Luis
I have a client workspace, that is appearing to limit the operation of the Print Organizer. When i go to load up files to the organizer for batch plot, i get the files, they go through the load process, print styles are applied, and nothing ends up showing...
Read more.I think we need a lot more information in order to begin troubleshooting this. When you are setting up the search criteria, what options are you setting? Screenshots of each dialog would be helpful.
As per mwlong comment having images and further information may help.
From the description provided it appears that you have selected the Print Organizer's 'Add Files to Set' and selected the file OK, and set the Print Style to be used, then on pressing...
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Pytanie:
Czy jest możliwość narysowania dodatkowych kresek pionowych na profilu (dodatkowych linii odniesienia, linii w siatce) dla wybranych przeze...
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Dear all,
I've searched and didn't find anything regarding the default settings for the stiffness parameters in the hardening soil model.
By default E_50 =E_oed and E_ur=3 E_50 is set. From my understanding, both conditions do not apply to every...
Dennis Waterman in reply to Solveig Buscher
Suggested Answer
Dear Solveig,
The default relations are not based on specific literature, but based on many publications where soil test data is provided and from which can be seen that generally for sands E50ref equals Eoedref within a 10% range and that Eurref is in...
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Solveig Buscher in reply to Dennis Waterman
Dear Dennis,
I am looking for specific literature such as a meta-study. Your knowledge of the 10% variation is something I would like to have some written source about, in order to understand under which circumstances these assumptions are fit.
Thanks...
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In OBD and RM Bridge 2023, Capacity Forces for “ShearLc & ShearSup” calculation was implemented.
Shear Calculation
Capacity Forces according to chapter 6.2 of Eurocode 2.
CS reference set = Web reinforcement type.
Results plot diagrams...
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Modestas
Suggested Answer
Change te first line in the input file from STAAD TRUSS to STAAD SPACE. Also, add the PERFROM ANALYSIS command after the Load Combinations.
Thanks for your reply.
The error message is no longer there for a groundwater results file.
However, it now indicates that the file contains no stress field data. In the groundwater module, I cannot select any stresses (except pore water pressure) as variables...
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