Thankyou so much sir, it was a great help. You made it look more easier than anyone on this platform.
@HydroAI2024Ай бұрын
Glad it helped
@christiangodino84204 ай бұрын
wow!!! great knowledge being shared
@HydroAI20244 ай бұрын
Thanks for your feedback
@DivyangB-l5n8 ай бұрын
Impressive Work.
@HydroAI20248 ай бұрын
Thanks for your feedback
@krishnapatil54309 ай бұрын
Very Informative video, Nice work Sir 🤓
@HydroAI20249 ай бұрын
Thanks for your feedback
@alexistobaralvarado43806 ай бұрын
Excellent job
@HydroAI20246 ай бұрын
Thank you so much
@APYT-oo7dt7 ай бұрын
How to derive roughness coefficient values?
@HydroAI20247 ай бұрын
Hi, just search on the net bout roughness coefficient values for different land covers and then you will find practical tables for this issue.
@APYT-oo7dt7 ай бұрын
@@HydroAI2024 where I would find tables any link or website?
@HydroAI20247 ай бұрын
@@APYT-oo7dt check the below links: www.fsl.orst.edu/geowater/FX3/help/8_Hydraulic_Reference/Mannings_n_Tables.htm www.engineeringtoolbox.com/mannings-roughness-d_799.html
@ammarulwan7698Ай бұрын
Hi, do you have tutorial on 1d-2d model coupled?
@HydroAI2024Ай бұрын
Please watch the 1d-2d video in my channel (Connecting 1d and 2d models)
@nanandongotehua3 ай бұрын
Hello, when I create the geometry of my watercourse, the boxes river, cross section, 2D flow, structures etc. are not displayed but rather "17 empty layers"
@HydroAI20243 ай бұрын
Hi Nanan, As I mentioned on LinkedIn, You need to watch my courses carefully and then you can easily simulate flood 1d and 2d for your case.
@APYT-oo7dt7 ай бұрын
How we can calculate discharge value of a river with different return periods for the research purposes?
@HydroAI20247 ай бұрын
Hi, Please watch the below course for Flood frequency analysis: kzbin.info/www/bejne/eHSyho1vh7GXrpI kzbin.info/www/bejne/bqavfqeghLiFi7c kzbin.info/www/bejne/d5elqpmaZrippqc
@cesarfilho.geoprocessamento6 ай бұрын
I was trying to reproduce what was taught in my region and two messages appeared. "Time series data starts after the simulation starts. Stage(s) in time series data are below the cross section minimum." What would that be.
@HydroAI20246 ай бұрын
Hi, the first error indicates that you run your model more than your input time span. try to use the same time span for both Time series data and simulation start and end time. the second one, says that initial water stage is lower then bed elevation and you should modify the stage level for better running
@sadeepakarunarathna46449 ай бұрын
Sir, if the river is connected with two river branches. how this modelling part changes.
@HydroAI20249 ай бұрын
Hi, First, you should create (digit) the mainstream centreline and then create the other branches. Before finishing the digitizing process, double-click on the main stream, and the model will automatically create a junction at the confluence location. I hope this works Best
@sadeepakarunarathna46449 ай бұрын
@@HydroAI2024 Thank u sir, I have a problem with the inundated area. why is it not appear in the whole inundated area? it was congested to the cross sectional length only. how to avoid this problem.
@HydroAI20249 ай бұрын
Hi, May i see you outputs? and then I can help you. I mean inundated area..
@IbrahimMohamedAliBadawi9 ай бұрын
Good
@HydroAI20248 ай бұрын
Thanks for your feedback
@priyangshunag19726 ай бұрын
Hello sir i am not able to change the river station and elevation dimensions from metres to feet. Please help
@HydroAI20246 ай бұрын
Hi, Did you creat your model in SI unit or feet?
@tanatswamagidi96267 ай бұрын
I placed a junction on 2 rivers but it now views them as 2 different rivers not. 1
@HydroAI20247 ай бұрын
Hi, It's true. Despite splitting the river, now you have one river but 2 reaches.
@tanatswamagidi96267 ай бұрын
@@HydroAI2024 it shows 2 different catchments
@HydroAI20247 ай бұрын
@@tanatswamagidi9626 Dear Tana you are talking about rivers, not catchments. First of all, start digiting the main river and then digit the tributary river and double click on the junction location and then the model will automatically split the main river into two different parts. Just this
@tanatswamagidi96267 ай бұрын
@@HydroAI2024 okay thank you
@naleebiisaac67858 ай бұрын
how do i generate a terrain modal in hec ras sir
@HydroAI20248 ай бұрын
Dear Naleeb If you watch to this video and other parts you can find the answer of your question. I've completely described how to download DEM and create geometry model in RAS Mapper. best