One of the best teacher in KZbin! Happy to see you back Sir. With a amazing topic

great! Pls keep the videos comming

You are The Best

One of the best and most clearly explained HEC RAS training videos I have seen. Thank you. Awesome work.

Can you show us how to find data

This tutorial is really good for modeling bridges in HEC-RAS and I have used the topics explained in this video to model bridges in GeoHECRAS for 1d projects.

very much detailed and informative videos. Thank you Professor.

Thank you very much for sharing

can i use macbook to run Qswat? please help me answer, and guide how to run

how to get cngrid file？

I AM FACING ISSSUE WHEN I RUN THERE IS ERROR SHOWING THAT INITIAL BASE FLOW MISSING

Could you please make a tutorial on how to calculate these values in excel?

Wonderfully explained video, I have also seen HEC-HMS training video of yours and they are also amazing. Thank you for sharing these training videos, they are so much of useful information and the way you teach from basics to solving errors is just amazing.

Thanks sir

Sir, it appears the gSSURGO Soil data is only for USA soils. I used global soil data from FAO and could not find HSG on the attribute table. Any help?

Hello dear trainer, I would like to know how to bring out the performance coefficient (Nash...) in HECRAS?

It's zero 0 not O

I am not getting any data file .. What can I do??

concept clear ho gya sir

why calculate the slope if youre not gonna use it?

I want to practice all the tutorials about the HEC_HMS model. Where can I get the DEM? Thank you!

Thanks for the video; it is very illustrated. In the context of flow data, (i) are these ne m3/s? (ii) For PF1, PF2, and PF3, how can I define these values? Are these geographic positions? (iii) Once I get the flow information for tributaries and main reach a, I suppose we can use data from HEC HMS for maximum precipitation to model flood scenarios for different return periods. Thanks in advance for the answer.

very well explained. Loved it. Good wishes <3

thanks

thanks

nice vid!

hello, i have also diculty to upload the observed data. Could you send me also the sample file

I can develop 1D model but my issue is I have a 30m DEM which is not sufficient for developing river geometry. How can I use this DEM to infer innundation by over topping at various cross sections?

Clark Edward Lewis Angela Miller Nancy

Thanks mate

Thanks mate

Am a beginner am loving this

Thank you for the great videos! I was wondering where can I find your Arc Hydro tutorials. I went throught the playlist but nothing found related to Arc Hydro.

Hello, please I don't know where I can find the control specification data, for the rainfall data I have present the maximum for each year. Is there any way to skip this step or any method to know what to add?

This a very good example when yu have a very high resolution DEM. Please do make a video on situations where you have coarse DEM resolution such as DEM 30m form SRTM.

Thank you so much for these very clear explainations. I have just 1 problem, when I open Map Layers, select a layer and click on Draw properties, nothing shows up, I can't enter Draw properties for example for the DEM colors. Can you help me please ?

Sir i want to know why 0.5, 0.25 for Muskingum k and Muskingum x?

Hello, i came across an error while running QSWAT Rev681. the 64-bit debug " forrtl : error (72): floating overflow" .Kindly help with the solution. Thank you

This was very useful. Thankyou

Hello sir, could you share input data again? because link box can't open. thank you for the videos. It help me to understanding hec hms as beginner.

thank you so for your hard work, do you also have ArcSWAT,

hi dear my friends pleas send me the excel sheet for frequency analysis

I am new to HEC RAS Hydraulic Modeling. I have created my geometry using the ras mapper, saved it and opened in the geometry editor. However, one thing I noticed is the the Cross Section Coordinates table have an extra column with n-value header. I think it is not supposed to be there. Its present makes it difficult to set Manning's n for the LOB Channel and ROB. How did this extra column appear there and how can I remove it? many thanks for anyone helping me Sylvester

Can you please tell me Why did you select 0.5 for the K parameter?

where can i get dataset

couldn't open the zip file

Sir, I have to convey my love & gratitude for such a nice presentation ! Your extensive help while presenting a complex subject in such a simplistic way while adopting a systematic approach 🙏my best wishes 💕

EXTRA ORDINARY AND VERY GOOD METHOD TO UNDERSTAND HEC-HMS EASILY

Call it 'zero' instead of calling 'not' or 'O'.

Hi there, I have a question. Where did you get the discharge data for your simulation ? Did you estimated it using the SCS-CN method or is it through a observation or trials of test in the specified area?