This channel contains the video related to Civil Engineering related subjects like SOIL MECHANICS, PROCUREMENT, COS-ESTIMATE, STRUCTURE, WATER RESOURCE, HIGHWAY ENGINEERING, PROJECT MANAGEMENT, AVIATION (SOON), GIS and software like SAP2000, AUTOCAD, HEC RAS, HEC-HMS, SWAT, QGIS, ARCGIS, ARCPY, QGIS-PYTHON, GIS-RELATED-TOOLS, etc., which is helpful for students in Bachelor, Masters and also preparing for Competitive Exams.
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Thanks for your support. How to solve the error in unsteady flood modelig that says The minimum error exceeds allowable tolerance at ... Please lacate it quickly as much as posible, that is help ful for my paper.
For others watching this video: if you want to turn off the Section Properties view/tab (with all of the section labels) without using the extruded view, just do Display-> Show Undeformed Shape (F4) and it will take you back to the previous 3d or 2d view/tab.
Does anyone can give me some advice, since I’m doing a retention pond but the outcome graph on the hidrograph shows a horizontal line , does this has happened to anyone?
Hello, could you kindly help me with how the flow rate value (pf) is gotten. Ive been searching for answers for long on how its gotten or calculated. I will appreciate it if you replied me Sir
Direct purchase is up to 10 lakhs but Sealed quotation is up to 20 lakhs all inclusive of VAT, contingencies, overhead, etc. For more detail refer:ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-L_pnwS_Wiyw.htmlsi=Uc-qyT8pjYEysaFK
The results generated as velocity, depth and wse have the same index range 0-15m, 0-100m for every project i ran. Why is it so??... Even your results also have the same range that i got. 22:15
Please refer this tutorial for latest version with latlon to eastnorth and vice-versa ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-oIfmsgPl2-s.htmlsi=ILx7aoubz5DiMwyA
Hello, i was following your video for my own project. Your tutorials are very useful. Thank you for posting this. However, I am getting some errors during the generation of the new project. I am getting the error message " ErrorHRESULT E_FAIL has been returned from a call to a COM component. at ESRI.ArcGIS.GeoprocessorClass.Execute( String Name, IVariantArray ip Values, ITrackCancel pTrackCansel)
@@JustLearnCivil Ya state is ok. But I wanted to get more clarity about the Phase system of soil at different states and consistency limits from this graph. Also I wanted to know as the Optimum moisture content(OMC) lies between Shrinkage limit and Plastic limit in which soil is 100% saturated, but we know that On OMC and MDD we cannot achieve 100% saturation so how does the point lie between Shrinkage and Plastic Limit?
Hello, you can obtain station record from GIS. When you create subbasin, extract the latitude and longitude of centroid of subbasin from attribute table of the subbasin shapefile.
For multiple repetitive task, use For loop in Python code. Store names of input features like input[i] and only one clipping features. Then use loop to clip.
You can get flow data of any hydrological station from Department of Hydrology and Meteorology (DHM). They will provide you daily, monthly, yearly data as required.
Hello, when attempting to run the XS Cutline Line Attributes, I get an error saying 'error in bank stationing tool". Could you assist me with solving this please
Video is really informative . Could you please suggest How can we calculate the Hexagonal outer,inner and mid area without Autocad. Is there any possibility we can connect on mobile. Please suggest
If it's a regular hexagon, you can use formula of area for hexagon. But if it's irregular hexagon, you need to first draw in scale, divide into many triangles and measure their sides, find area of triangle and add all areas. Hence CAD would be simplest solution.
Hello! This was a very helpful tutorial. I highly recommend this to those who are new to Hecras. Also, I greatly appreciate the fact that the .csv file was provided. Thank you!
