Flood Inundation Mapping Using Remote Sensing DEMs and HEC-RAS (for data-limited areas)- Part2

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HydroAI

HydroAI

Күн бұрын

Пікірлер: 37
@विकासरावत-ड3ज
@विकासरावत-ड3ज Ай бұрын
Thankyou so much sir, it was a great help. You made it look more easier than anyone on this platform.
@HydroAI2024
@HydroAI2024 Ай бұрын
Glad it helped
@christiangodino8420
@christiangodino8420 4 ай бұрын
wow!!! great knowledge being shared
@HydroAI2024
@HydroAI2024 4 ай бұрын
Thanks for your feedback
@DivyangB-l5n
@DivyangB-l5n 8 ай бұрын
Impressive Work.
@HydroAI2024
@HydroAI2024 8 ай бұрын
Thanks for your feedback
@krishnapatil5430
@krishnapatil5430 9 ай бұрын
Very Informative video, Nice work Sir 🤓
@HydroAI2024
@HydroAI2024 9 ай бұрын
Thanks for your feedback
@alexistobaralvarado4380
@alexistobaralvarado4380 6 ай бұрын
Excellent job
@HydroAI2024
@HydroAI2024 6 ай бұрын
Thank you so much
@APYT-oo7dt
@APYT-oo7dt 7 ай бұрын
How to derive roughness coefficient values?
@HydroAI2024
@HydroAI2024 7 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-oo7dt
@APYT-oo7dt 7 ай бұрын
@@HydroAI2024 where I would find tables any link or website?
@HydroAI2024
@HydroAI2024 7 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
@ammarulwan7698
@ammarulwan7698 Ай бұрын
Hi, do you have tutorial on 1d-2d model coupled?
@HydroAI2024
@HydroAI2024 Ай бұрын
Please watch the 1d-2d video in my channel (Connecting 1d and 2d models)
@nanandongotehua
@nanandongotehua 3 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"
@HydroAI2024
@HydroAI2024 3 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-oo7dt
@APYT-oo7dt 7 ай бұрын
How we can calculate discharge value of a river with different return periods for the research purposes?
@HydroAI2024
@HydroAI2024 7 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.geoprocessamento
@cesarfilho.geoprocessamento 6 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.
@HydroAI2024
@HydroAI2024 6 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
@sadeepakarunarathna4644
@sadeepakarunarathna4644 9 ай бұрын
Sir, if the river is connected with two river branches. how this modelling part changes.
@HydroAI2024
@HydroAI2024 9 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
@sadeepakarunarathna4644
@sadeepakarunarathna4644 9 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.
@HydroAI2024
@HydroAI2024 9 ай бұрын
Hi, May i see you outputs? and then I can help you. I mean inundated area..
@IbrahimMohamedAliBadawi
@IbrahimMohamedAliBadawi 9 ай бұрын
Good
@HydroAI2024
@HydroAI2024 8 ай бұрын
Thanks for your feedback
@priyangshunag1972
@priyangshunag1972 6 ай бұрын
Hello sir i am not able to change the river station and elevation dimensions from metres to feet. Please help
@HydroAI2024
@HydroAI2024 6 ай бұрын
Hi, Did you creat your model in SI unit or feet?
@tanatswamagidi9626
@tanatswamagidi9626 7 ай бұрын
I placed a junction on 2 rivers but it now views them as 2 different rivers not. 1
@HydroAI2024
@HydroAI2024 7 ай бұрын
Hi, It's true. Despite splitting the river, now you have one river but 2 reaches.
@tanatswamagidi9626
@tanatswamagidi9626 7 ай бұрын
@@HydroAI2024 it shows 2 different catchments
@HydroAI2024
@HydroAI2024 7 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
@tanatswamagidi9626
@tanatswamagidi9626 7 ай бұрын
@@HydroAI2024 okay thank you
@naleebiisaac6785
@naleebiisaac6785 8 ай бұрын
how do i generate a terrain modal in hec ras sir
@HydroAI2024
@HydroAI2024 8 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
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